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Hidroizolatie pentru rosturi de turnare din beton - PENTAFLEX H-BAU Technik

Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX

Limba: Engleza

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Tip documentatie: Catalog, brosura

Pagina 1 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza ...

for better solutions... PENTAFLEX® Sealing Technology Sealing products for pressurised and non-pressurised water PENTAFLEX® Systematic sealing www.h-bau.com H-Bau Technik GmbH Contact Paul Rieger: Tel. +49 (0) 77 42 / 92 15-21 Fax +49 (0) 77 42 / 92 15-93 Mobil +49 (0) 171 / 864 72 61 eMail: paul.rieger@h-bau.de Oliver Etzrodt Tel. +49 (0) 70 82 / 41 39 63 Fax +49 (0) 70 82 / 79 33 00 Mobil +49 (0) 171 / 864 72 60 eMail: oliver.etzrodt@h-bau.de Production North-East: Brandenburger Allee 14641 Nauen-Wachow Germany Tel. +49 (0) 332 39 / 775-20 Fax +49 (0) 332 39 / 775-90 eMail: export.berlin@h-bau.de H-Bau Technik GmbH Head Office: Am Güterbahnhof 20 79771 Klettgau Germany Tel. +49 (0) 77 42 / 92 15-20 Fax +49 (0) 77 42 / 92 15-90 eMail: export.klettgau@h-bau.de Rudolf Till Tel. +49 (0) 332 39 / 775-24 Fax +49 (0) 332 39 / 775-90 Mobil +49 (0) 172 / 993 70 50 eMail: rudi.till@t-online.de www.h-bau.com Pentaflex ® Systematic sealing for better solutions... Contents PENTAF

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LEX® Sealing technology General KB steel joint strips Guidelines for impermeable (WU) components General 2-9 10 11 12-13 14 15 16 17 18-19 20 21 22-23 24 25 26-27 28 29-30 31 32 33-35 36 37 38 39 39 40 41 42 43 44 45 46 47 47 48 49 50 51 52-57 Technical information Installation instructions Accessories Expansion joint connection Technical information ABS stop-end element General Technical information Installation instructions OBS pre-break element General Technical information Installation instructions FTS pre-break element General Technical information Installation instructions Sound-insulation joint system General Technical information Installation instructions Transwand General Technical information / Types Thermo-Transwand Installation instructions Casing tube General Technical information Installation instructions Floor drain General Technical information Roof drain General Technical information OPTI wall spacing tubes General Technical information Pentabox General Technical inf

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ormation Installation instructions Sump well General Technical information Variations Safety tested Tender 1 Systematic sealing Pentaflex ® Design and construction of components impermeable to water* Fundamentals of sealing technology according to WU (water impermeable) guidelines In order to prevent ingress of water into structures, water impermeable reinforced steel structures, so-called “white tanks”, have been fabricated for over 30 years. Thanks to these long years of practice and experience, this method of construction represents an economical way of stopping the ingress of water. Furthermore, the WU guidelines represent the generally recognized current technical standard with regard to the “white tank”. The watertightness of a structure is characterised by the limitation of water ingress through concrete, construction joints and pre-crack dummy sections, mounting parts and cracks. This means: Sealed construction of all joints Meeting high requirements of the concr

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ete Maintaining the minimum thickness for structural elements Crack limitation in structural components Maintaining a minimum height of the pressure zone Methodical arrangement and design of construction joints or sections of the pre-crack dummies if crack formation is expected Design basics Construction method with decreased force stressing: Force stressing on concrete that can lead to water-channeling cracks is reduced by suitable constructional, concrete-related technical and design measures. As part of this are, e.g. level undersides on floor slabs with a layer of film, use of concrete receptors with low development of hydration and heating and extended after-treatment measures. Method of construction with limited crack width: The method of construction with crack width limitation applies as the second approach to the solution. In this case, an increased reinforcement content of the concrete construction controls, or limits, the crack width. Method of construction with subsequent

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sealing: In the case of the third method of construction, no special measures are introduced prior to the construction and formation of the cracks channelling the water are accepted. Later these are tightly sealed in accordance with the relevant guidelines. However, this method of construction may not be used for residential buildings. 2 *Source: "Bulletin 555 - Comments on the DAfStb guidelines on water impermeable concrete structures" from the German Committee for Reinforced Concrete (DAfStb) www.h-bau.com Pentaflex ® Design objectives for better solutions... Design and construction of components impermeable to water* A design of the arrangements must be carried out and the defined designs documented. For designs in accordance with WU guidelines, close collaboration between the different design areas is necessary. The following are the participants: Object designer/architect Geo-technician (if required) Bearing structure designer/WU designer Successful tenderer (work schedul

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ing) in agreement with the construction participants depending on the complexity of the project: concrete technologist, construction physicist, building engineering designer. The function and required utilisation of the structure, together with the regulations regarding fitness for purpose must be defined and documented. The following points must be clarified: Impact: the stress on the structure as a result of standing water or soil humidity Utilisation: which requirements need to be met by the structure in regard to impermeability to water The result of the first two design stages form the basis for further design measures. The impermeability to water of a structural element is determined by several factors. The following points are to be accounted for in detail, both individually and in their combined effect: Selection of the concrete Dimensions of the structural components and reinforcement channels Avoidance or sealing of cracks or limitation of the crack width Planning of all jo

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ints and penetrations Planning of construction sequence, concreting sections, construction joints and sections of the pre-crack dummies Where necessary, account must be taken of aggressive water and soil. The concreting work, the after-treatment and the structure monitoring must be executed in accordance with DIN 1045-3. Defining the WU guidelines The WU guidelines determine and define the specifications for concrete structures impermeable to water. These are regulated in relationship to the stress and utilisation classes. Stress class There are two stress classes. They are differentiated by whether the flow of water is directly on the structure or the concern is only with soil humidity or, as the case may be, with seepage water. Stress class 1: for pressurised and non-pressurised water as well as intermittently trapped seepage water Stress class 2: for soil humidity and non-trapped seepage water Utilisation class The WU guidelines differentiate between two utilisation classes. They a

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re dependent on the function of the structure and the requirements on the thickness, and must be defined accordingly. Utilisation class A No water passage in flowing form No points of humidity on the surface No cracks and joints channelling water Application examples: Residential building, storerooms with high-grade utilisation Utilisation class B Areas of humidity permissible From temporary up to self-healing water-carrying cracks permitted No gathering of water on the surface Application examples: Underground car parks, installation and supply shafts, storerooms with low-level requirements *Source: "Bulletin 555 - Comments on the DAfStb guidelines on water impermeable concrete structures" from the German Committee for Reinforced Concrete (DAfStb) 3 Systematic sealing Pentaflex ® Design and construction of components impermeable to water* Requirements on the concrete In the selection of a suitable concrete it should be noted that, in addition to the requirements arising from t

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he exposure classes from DIN 1045 pertaining to the structural component, the requirements on a concrete with high resistance to water ingress must also be satisfied. A sufficient workability can be guaranteed by the consistency class F3 or softer. In the design of WU structural components in the minimum component thicknesses, a water/cement ratio of ≤ 0.55 and for walls, in addition, a largest particle size of ≤ 16 mm, must be used for stress class 1. For a head of more than 1.0 m (e.g. for walls) an attachment mixture (largest particle ≤ 8 mm) must be used in the foot area at a height of ≥ 300 mm, in order to ensure a zero defect installation of the concrete. Structural component thickness From many years of experience with concrete structural cast in-situ and pre-cast components, the following minimum thicknesses for the structural components are specified in the WU guidelines: Component Stress class 1 2 1 2 Minimum thickness in mm In-situ concrete 240 200 250 150 Over and

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above the minimum dimensions, the following apply to the clearance dimension bW,i between the reinforcement layers (for in-situ concrete) or for the spacing of the interior surfaces of the form (for element walls) in order to ensure a technically correct installation of the concrete: for a largest particle of 8 mm bW,i ≥ 120 mm for a largest particle of 16 mm bW,i ≥ 140 mm for a largest particle of 32 mm bW,i ≥ 180 mm If component thicknesses result from this that are larger than the minimum dimension in the table above, these become the standard. Element walls 240 240 — — Pre-cast components 200 100 200 100 Walls Floor slab The minimum thickness and construction of the structural components must be selected such that the concrete structural components can be concreted technically correctly whilst adhering to the concrete cover, the required reinforcement location, joint sealing and the mounting components. In addition to all the other required features, it must also be po

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ssible to fulfil the support and sealing function. bW,i external form internal form Internal dimensions for element walls bW,i reinforcement reinforcement Internal dimensions for in-situ concrete 4 *Source: "Bulletin 555 - Comments on the DAfStb guidelines on water impermeable concrete structures" from the German Committee for Reinforced Concrete (DAfStb) www.h-bau.com Pentaflex ® Proof for better solutions... Design and construction of components impermeable to water* Proof of impermeability to water is an additional proof of fitness for purpose for DIN 1045-1, Clause 5.4.1, Section 2. Limiting the crack width For bending cracks resulting from stress and forces it must be proved for utilisation class A, stress class 1, that the pressure zone height (x) satisfies the condition x ≥ 30 mm and ≥ 1.5 · Dmax, whereby Dmax is the largest diameter of the aggregate. If there is an acceptable temporary ingress of water through separating cracks for stress class 1, the calculat

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ed widths of the separating cracks in relationship to the pressure gradients are to be limited according to the table. Pressure gradient hw/hb* 10 > 10 bis ≤ 15 > 15 bis ≤ 25 permissible crack width w [mm] (calculated value) Proof for utilisation class A The required proofs conform with the selected design fundamentals of utilisation class A. For this, verification is needed that no separating cracks occur in the concrete as a result of force. The exceptions here are the planned, sealed joints. To this can be counted the pre-crack dummy, construction and expansion joints through the arrangement of which, at specified spacings, the reduction in the force on the structural components follows. The limitation of the incident crack widths results from the design of the pre-crack dummy and construction joints and/or the arrangement of the reinforcement. Proof for utilisation class B The required proofs conform with the selected design fundamentals of utilisation class B. Their requirem

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ents are met through a limitation of the separating crack widths with the assumption that the cracks are self-healing. The limitation of the incident crack width results from the design of the pre-crack dummy and construction joints and/or the arrangement of the reinforcement. 0,20 0,15 0,10 * hw = pressure head of the water in m hb = component thickness in m If the table values are adhered to, it can be assumed that the initial water ingress will be greatly reduced with time through self-healing of the cracks. Humidity spots on the surface of the structural component cannot, however, be ruled out with certainty even at a later time. For stress class 2, the permissible crack width for walls w ≤ 0.20 mm applies to the calculated value, for floor slabs proceed according to DIN 1045-1, Clause 11.2.1 Example of utilisation class A Example of utilisation class B *Source: "Bulletin 555 - Comments on the DAfStb guidelines on water impermeable concrete structures" from the German Commit

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tee for Reinforced Concrete (DAfStb) 5 Systematic sealing Pentaflex ® Reinforcement and constructional regulations Design and construction of components impermeable to water* Joint sealing Only products holding a proof of applicability may be used for sealing joints in WU structural components. A general building authority approval (abP) provides this proof for non-standardised products. All of the joint seals that connect with the concrete must be precisely placed according to the design, connected to the splices and forcefully and permanently secured in position prior to the concreting operation. Coated laminations A joint sealing system must constitute a closed system and have a sealed contact to all of the connection and crossing points. In the case of joint sealing for precrack dummy sections it must be ensured that the sealing effect is maintained in the event of crack formation and the associated widening of the joint. An integral joint laminate does not absorb any kind

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of shear force. The lamination must demonstrate sufficient elasticity to survive any possible deformation without damage. This will prevent any temporary seepage of water. For coated laminated joints, considerably less anchoring depth in the concrete is required, as is the case, for example, for uncoated joint laminations. The necessary minimum anchoring depth can be taken from the proof of fitness for purpose (abP). The configuration of the reinforcement in the structural components must be designed such that it is possible to have a faultless insertion and compaction of the fresh concrete. WU components of stress class 1 should be fabricated with a double-sided mat reinforcement composed of longitudinal and transverse reinforcement. The exception to this are prefabrications of stress class 2. The construction joints must be defined by the designer and represented in a blueprint. In accordance with the defined stress and utilisation class, all joints in WU construction components mus

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t be permanently guaranteed by a complete sealing system that is impermeable to water and uniform. Pre-crack dummy sections are caused by sufficient weakening of the concrete section (at least 1/3 of the structural component thickness) and must be sealed for the smallest, but nevertheless appreciable, movements. Special pre-crack dummy elements guarantee both requirements and are thus suitable for structures of utilisation class A. Element wall splices are to be designed as pre-crack dummy sections. 6 *Source: "Bulletin 555 - Comments on the DAfStb guidelines on water impermeable concrete structures" from the German Committee for Reinforced Concrete (DAfStb) www.h-bau.com Pentaflex ® Definitions for better solutions... Design and construction of components impermeable to water* Attachment mixture: comprises a concrete with a largest particle in the aggregate of maximum 8 mm that, where required, is used at attachment areas of walls to floor slabs and ceilings. Stress class: de

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finition of the type of stress of a structure or structural component with humidity or water. Soil humidity: water with capillary bonding to the soil. Pressurised water: water that applies hydrostatic pressure (also time-limited, e.g. retained seepage water) on one side of a structural component. There is differentiation: Time-limited retained seepage water: under the influence of the shear force of effluent water that can gather at times due to the low permeability of soil layers. This type of stress occurs for an anchoring depth of the structure of less than 3 m in soil of low permeability without drainage in accordance with DIN 4095, when the base of the structure is at least 300 mm above the design flood level and the type of soil and terrain would lead to the expectation of only tail water. Ground water, high water, strata water: all other cases of pressurised water that are not temporarily retained seepage water. Permeation: occurs when a structural component allows permeation th

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rough an impermeable structure, e.g. pipes, discharge, cable entries, formwork ties or similar. Element wall: structural wall elements comprising two interconnected, prefabricated slabs supplemented by a core of in-situ concrete. Pre-fabricated element wall: wall constructed from singleform prefabricated wall elements. Joints: boundary section between two structural components or concreted sections. There is differentiation: Construction joint: boundary section with direct contact between two bonded concreted sections. Construction joints without joint sealing are regarded as separating cracks. Expansion joint: intermediate space between two structural components or concreted sections that permits different types of deformation. Butt joint: joint between two hardened concrete structural components with negligible relative deformation of the adjacent components (in-situ concrete/prefabrication; prefabrication/prefabrication). Joint sealing: assembly components and building materials fo

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r sealing a joint or pre-crack dummy against ingress of water. Non-pressurised water: water in fluid droplet form that applies no, or only a very small, hydrostatic pressure (100 mm water column) to components. Non-retained seepage water: seepage water in the soil that in the case of very permeable soil can seep through to the free ground water level without retention or, for less permeable soil, can be drained off in front of the structural component by a permanently functioning drain in accordance with DIN 4095. Utilisation class: determination of the requirements for the internal environment and humidity conditions for the surface of the components derived from the planned utilisation of the structure or structural component. Crack: a separation in the concrete structure. There is differentiation: Bending crack: crack with greater crack depth not running through the entire thickness of the component and which separates the component thickness into a cracked (tensile zone) and non-cr

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acked area (pressure zone). Separating crack: a crack through the entire thickness of the component. “Self-healing” of cracks: time-based reduction of water ingress by separating cracks dependent on the crack width and fluid pressure gradient. Pre-crack dummy section (“dummy joint): designed weakness in the component section, also of the reinforcement intersecting this section for local specification of a crack. Pre-crack dummy sections without joint sealing are considered as separating cracks. Water ingress: transfer of humidity in liquid form through the component to the surface. Water impermeability: qualitative or quantitative information for limitation of water ingress through concrete, joints, assembly components and cracks. Force: stress as a result of impeding a load-independent deformation, e.g. as a result of the effects of changes in temperature or shrinkage. *Source: "Bulletin 555 - Comments on the DAfStb guidelines on water impermeable concrete structures" from the

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German Committee for Reinforced Concrete (DAfStb) 7 Systematic sealing Pentaflex ® Design and construction of components impermeable to water Extract from the practical instructions for the basic blueprint “Method of construction with reduced force loading”: Construction system for floor slabs At least one layer of PE film must be laid on a sub-base underneath the floor slab. The minimum thickness of the floor slab is based on the WU guidelines. For pressurised water this is 250 mm. The concrete cover of the upper layer of reinforcement is the responsibility of the building contractor and must be precisely complied with. This is a prerequisite for the pressurisedwater-tight installation of the PENTAFLEX® joint system. From experience the minimum degree of reinforcement of the floor slab is at least approx. 0.15% of the concrete section on both sides. If the proof of stability provides for a higher reinforcement content, this must be installed. This minimum reinforcement is

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to be arranged crosswise in two layers. Re-entrant corners must be secured by a diagonal reinforcement (e.g. 3 pieces Ø 12 above and below). The required wall connection reinforcement, e.g. Ø 8 nails with predetermined spacing for prior anchorage. Otherwise compliance is required with the reinforcement guidelines of DIN 1045-1. Concreting The grades of concrete in accordance with DIN 1045 II/EN206 must be adjusted to take account of the required exposure class and the special requirements of the building provisions. If the consistency for processing the concrete on the building site is finally discontinued, a water-reducing admixture (FM) must be used. At the same time it must be guaranteed that any concrete additives that have already been added are compatible with the water-reducing admixture (FM). The maximum amount of additive according to the manufacturer’s instructions must not be exceeded. When concreting the floor slab, make sure that the concrete is introduced and compact

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ed fresh on fresh. In the area of the PENTAFLEX® elements care is required when inserting the concrete. If the floor slab is thicker than 400 mm, the concrete must be inserted and compacted in two layers (fresh on fresh). To facilitate after- treatment, the concrete slab must always be covered with film and must be protected from strong solar radiation with water and from frost with heat protection mats. Connection reinforcement Pentaflex® KB Floor slab d ≥ 250 mm WU concrete ≥ 30 PE film Sub-base 50 mm 8 www.h-bau.com Pentaflex ® for better solutions... Design and construction of components impermeable to water Extract from the practical instructions for the basic blueprint “Method of construction with reduced force loading”: Provisions when concreting wall elements Due to the small cross section of the core concrete, special care is required when concreting the core of the element wall. Initially it is essential to check the filling area of the element walls f

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or loose assembly elements, impurities and contamination of the joint elements. Where necessary these must be removed. The surfaces of the concrete form that face the core must be wetted before concreting. The corner and straight splices of the wall elements must be secured against the concrete pressure using the specified formwork pressure retaining elements and supported with angled braces. The concrete is introduced in layers of maximum 800 mm and compacted in accordance with the formula: diameter of the vibratory concrete poker x 10 = efficiency. The vibratory concrete poker is inserted quickly and slowly withdrawn again. The poker is inserted far enough so that the layers bond with one another (needling). The layers must be introduced fresh on fresh. Up to a height of at least 300 mm, a concrete mix should be used with a largest particle size not exceeding 8 mm. This ensures a zero defect attachment to the base of the wall. For windows and other recesses the concrete is filled on

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one side until it comes smoothly out on the other side. FTS joint pre-break element Element wall Pentaflex KB Grain size 0-8 ≥ 300 mm 9 Systematic sealing Pentaflex ® KB General Pentaflex® KB - for leakproof construction joints FLE ENTA P X® PE LEX NTAF ® The product PENTAFLEX KB elements are finished on both sides with a special coating. The connection of the special coating to the fresh concrete reliably prevents water infiltrating the joint system. A concrete covering of 30 mm is enough to withstand a water pressure of 5.0 bar*. The high elasticity of the coating ensures a secure seal when the concrete components shrink. The individual elements are 2.00 m long and 167 mm or 80 mm high. They are provided with a divided protective film on both sides that is only removed immediately before concreting. ® Features Fast and reliable sealing of all construction joints Watertight to 5.0 bar* Resistant to all types of organic effluents Simple and reliable connection of t

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he individual elements and crosspoints No special tools or adhesive materials required Connection to expansion joints can be made without difficulty using a special attachment Application area PENTAFLEX® can be used in all construction joints, horizontal or vertical, with pressurised and non-pressurised water: Construction joints in wall/base or wall/ceiling area for pressurised and non-pressurised water Construction joints in wall/wall or floor/floor area for pressurised and non-pressurised water Pre-crack dummy joints in in-situ concrete and element wall construction The PENTAFLEX® sealing system is suitable for use in structures of stress class 1 and utilisation class A in accordance with WU guidelines. * tested up to 5.0 bar; 2.0 bar in accordance with ABP approval 10 www.h-bau.com Pentaflex ® KB Technical information KB and KB 8 Technical data KB Individual elements made from galvanised sheet steel fully coated Dimensions: l = 2000 mm b = 167 mm Fixed to the reinforcement

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with 1 retaining stirrup per meter (see page 14) Insertion depth ≥ 30 mm Watertight to 5.0* bar Application: Construction joints in wall/base, wall/wall and floor/floor areas Floor-floor joint Wall-base attachment for better solutions... Wall-base attachment ≥ 30 mm Technical data KB 8 Individual elements made from galvanised sheet steel fully coated Dimensions: l = 2000 mm b = 80 mm The assembly is made with KB8 stirrups on the wall reinforcement Insertion depth: ≥ 30 mm Watertight to 5.0** bar Application: Construction joints in wall/ceiling area 30 mm Pentaflex® KB 8 Technical data KB-Corner Individual elements made from galvanised sheet steel fully coated The assembly is made with joint clips on the already positioned PENTAFLEX® KB 30 135 170 13 5 Watertight to 5.0* bar Application: Construction joints – corner area in connection with PENTAFLEX® KB and PENTAFLEX® FTS-Corner * tested up to 5.0 bar; 2.0 bar in accordance with ABP approval ** tested up to 5.0 ba

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r; 1.0 bar in accordance with ABP approval 11 Systematic sealing Pentaflex ® KB Installation instructions 1 Remove the film (in- and outside) from the underside. 2 Roll back the ends of the film approximately 100 mm in each case. 3 Overlap the elements ≥ 50 mm and connect by pressing them firmly together. A joint retainer clip must be fitted to each connection point. 4 If the temperature is below +5°C, briefly heat the joints shortly. For additional protection, roll back the film strip over the connection and press down. 12 www.h-bau.com Pentaflex ® KB Installation instructions for better solutions... 5 The elements are attached using one retaining stirrup per meter. There is a choice of 4 different attachment variants. (See page 14) 6 When using element walls in the construction, PENTAFLEX® KB-Corner must be used in the corner areas. If the walls are to be fabricated using in-situ concrete, the joint plate PENTAFLEX® KB can be bent as a corner on-site. Remove the

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Pagina 29 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

remaining film after concreting the base plate. Keep the coating in a faultless condition until you concrete the upgoing wall. 7 T joints and intersections are to be secured on both sides using the clips supplied. 8 Remove the remaining film of the KB element before concreting the second concrete section. Analogous assembly instuctions for all applications of PENTAFLEX KB. Note: When using element walls in the construction, PENTAFLEX® KB-Corner must be used in the corner areas. If the walls are to be fabricated using in-situ concrete, the joint plate PENTAFLEX® KB can be bent as a corner on-site. 13 Systematic sealing Pentaflex ® KB Accessories PENTAFLEX® retaining stirrups The retaining stirrups are used to attach the joint system to the upper layer of reinforcement. Clamp stirrups The spring-steel clamp stirrups brace themselves with the PENTAFLEX® elements. The joint system is freestanding on the reinforcement and is only attached at selected points with tie wire. Advan

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Pagina 30 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

tage: freestanding joint system Omega stirrups The omega stirrup can always be used. With this the PENTAFLEX® can be securely fixed on the upper reinforcement layer. Advantage: universal, economical PENTAFLEX® Clips The clips are used to mechanically secure the joints: Cross clips These clips are used to secure all of the intersections. Loop stirrups The looped end is hooked on to the vertical reinforcement. Only the straight end is tied to the upper reinforcement. Advantage: quick assembly Joint clips 167 or joint clips 80 A sufficient number of joint clips is included in every crate. They quickly and simply secure all straight joints for the PENTAFLEX® KB or PENTAFLEX® KB 8 elements. KB8 stirrup The KB8 stirrup has been designed for fixing the PENTAFLEX® KB8 elements in the attachment area wall/floor. It is tied into the inner mat reinforcement. Advantage: quick assembly Retaining module Used to fix the PENTAFLEX® KB elements to the wall starter bars. Advantage: quick assem

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Pagina 31 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

bly, re-usable 14 www.h-bau.com Pentaflex ® DFA Expansion joint connector PENTAFLEX® DFA expansion joint connector The PENTAFLEX® expansion joint connector DFA is a clamping device for connection of PENTAFLEX® elements with all types of expansion joint strips. The expansion joint connector is attached to the expansion joint strip on the end of a PENTAFLEX® element using a screwable clamping device. for better solutions... Pentaflex KB Expansion joint connector Assembly The connection of the DFA to the expansion joint strip is made using a screwable clamp connector. For this purpose the expansion joint strip must be provided with holes such that the DFA screws can be pushed through the expansion joint strip. The swell strip is inserted between the DFA and the expansion joint connection. The clamping device is completed by the press-on flange and held down by butterfly screws. Analogously to the installation instructions on pages 12-13, the expansion joint connector DFA is at

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Pagina 32 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

tached to the PENTAFLEX® KB. Expansion joint strip System construction Pentaflex KB Press-on flange Expansion joint connector ® Dimensions 225 PEN LE TAF X Pentaflex KB PEN 57,5 LE TAF X ® Swell strip Butterfly screws Expansion joint strip 167 The supply of the PENTAFLEX® expansion joint connector includes 2 joint clips 167. 57,5 15 Systematic sealing Pentaflex ® ABS Formwork Element General Pentaflex® ABS - Formwork element for sealed construction joints The product The PENTAFLEX formwork element ABS is a combination of joint plate and profiled formwork plate. The joint sealing is secured by the established PENTAFLEX® KB. A rigid and dimensionally stable metal mesh construction is welded onto the formwork in the factory. ® Features High shear strength in the bonding joint Watertight to 5.0 bar* No requirement to weld the splices For continuous reinforcement PENTAFLEX® special coating resistant to organic effluent Easy and reliable connection to the PENTA

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Pagina 33 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

FLEX® joint elements KB Application area PENTAFLEX® formwork elements can be used as construction joints for water-stressed reinforced concrete slabs (floors, walls and ceilings), in particular where there is a high demand on the shear strength of the bonding joint. The ABS element can be supplied as a coarse or toothed joint (ABS-R, ABS-V). * tested up to 5.0 bar; 2.0 bar in accordance with ABP approval 16 www.h-bau.com Pentaflex ® ABS Technical information Technical data: PENTAFLEX® KB joint plate Installation dimension E ≥ 80 mm Standard lengths formwork element l = 2.40 m Fixed lengths possible Special constructions possible (cages, recesses, haunches, etc.) Corner supplement for better solutions... PENTAFLEX® formwork element ABS floor/floor, ceiling/ceiling System section ABS Wood beam perforated metal plate Stirrup Fibre-reinforced concrete distance piece Note In order to prepare an exact quotation we require precise details of intended purpose, joint length

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Pagina 34 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

, installation height and connection points. PENTAFLEX® formwork element ABS wall/wall Order form for PENTAFLEX® formwork elements ABS available as download under www.h-bau.de Construction ABS-R (coarse joint) Coarse joint according to DIN 1045-1 Installation dimension E ≥ 80 mm E E Total strength S formwork girder Installation dimensions E Pentaflex® ABS formwork element ABS-V (toothed joint) Geometry “toothed joint” according to client drawing Installation dimension E ≥ 150 mm 17 Systematic sealing Pentaflex ® ABS Installation instructions floor/floor, ceiling/ceiling 2 1 Insert a suitable distance piece, nominal size c, on the sub-base/formwork at the location where the construction joint should be (level of the expanded metal). 2 Install the ABS elements on the lower reinforcement layer. The direction of installation should be chosen such that the formwork girder shows to the side of the forst concrete section. Tie wire is used to attach it to the lower reinf

Pagina 35 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

orcement. Alternatively, the element can also be welded to the reinforcement. 3 The ABS elements have to be extended by a butt joint of two elements. 4 Remove the film one-sided on top and beneath the PENTAFLEX® KB and position it to the edge of the formwork element. Joint plate connections have to be overlapped by at least 50 mm. 3 5 The connection of the ABS element to the KB in the wall-base attachement is made using a corner supplement. The connection comes from overlapping by at least 50 mm and then pressing them firmly together. For temperatures below +5°C, the joint surfaces should be heated and retained by cross clips. 6 Laying the upper reinforcement and setting a stop end to the upper concrete layer. Tie wire is used to attach the ABS element to the upper reinforcement. Alternatively, the element can also be welded to the reinforcement. 7 Before concreting the second section, remove the protective film on the topside and underside from the ABS joint. 4 Section 6 1 4 4 6

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18 www.h-bau.com Pentaflex ® ABS Installation instructions wall/wall 1 2 for better solutions... 1 Place the external wall formwork. Insert a suitable distance piece, nominal size c, into the formwork at the location where the construction joint should be (level of the expanded metal sheet). 2 Install the outer reinforcement and attach with the connection reinforcement in the floor plate. Use WU suitable spacers. 3 Place the ABS element with the slotted side over the PENTAFLEX KB in the wall-base joint at the designated position. Tie wire is used to attach it to the outer reinforcement. Alternatively, the element can also be welded to the reinforcement. 4 3 5 6 4 Remove the film on both sides of the PENTAFLEX® KB and position it to the edge of the formwork element. Joint plate connections have to be overlapped by at least 50 mm. For temperatures below +5°C, the joint surfaces should be heated and retained by cross clips. 5 Install the inner reinforcement and with the ABS

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element (tie wire, welding). 6 Attach trapezoidal strip at the interior wall formwork and close it. Use WU suitable spacers. 7 Remove the remaining film of the PENTAFLEX® KB before the second concrete section wall formwork is closed. 7 8 Joints and attachments must be fabricated and secured using connections according to number 4. 8 3 19 Systematic sealing Pentaflex ® OBS pre-break element General Pentaflex® OBS - the sealed in-situ pre-break element The product PENTAFLEX OBS pre-break elements for in-situ concrete walls comprise a joint element with the proven PENTAFLEX® special coating together with galvanised sheet steel wings that separate the concrete sections. ® Features Freely selectable concreting cycle Quick and easy assembly of elements Reliable generation of shrinkage crack by complete separation of the concrete section Watertight to 7.0 bar* PENTAFLEX® special coating resistant to organic effluent Easy and reliable connection with PENTAFLEX® KB Modular syst

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Pagina 38 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

em (element length 2.5 m as well as fixed lengths possible) Application area PENTAFLEX® OBS pre-break elements are used to generate predetermined cracking in in-situ concrete walls. The emerging crack is simultaneously secured against pressurised as well as non-pressurised water by the sealing element. In the case of “white tanks”, for example, the construction cycles of more than 10.0 m in length can be concreted without difficulty, shrinkage cracks do not occur uncontrollably, but appear at planned locations that are simultaneously sealed. The elements are manufactured to a standard length of 2.5 m. The slotted wings are supplied for all wall thicknesses. Standard elements for 240, 250 or 300 mm wall thicknesses are stock items. The elements are supplied ready for installation. * tested up to 7.0 bar; 2.0 bar in accordance with ABP approval 20 www.h-bau.com Pentaflex ® OBS Technical information Technical data: PENTAFLEX® KB joint plate Element length: l = 2.5 m Fixed le

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Pagina 39 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

ngths on request Assembly dimensions E = 100 to 800 mm Standard installation dimension E = 120 and 180 mm for wall thickness 240-250 and 300 mm Joint sheet steel protrusion above and below for connection to the PENTAFLEX® KB for better solutions... PENTAFLEX® pre-break element OBS System section OBS Pentaflex coating Detail of OBS base point Total strength S Installation dimension E 21 Systematic sealing Pentaflex ® OBS Installation instructions 1 Remove all film from the OBS elements. 2 Insert a suitable stop end, nominal size c, in the formwork exactly at the location where the pre-break should be (level of the assembly sheet steel). 3 Install the OBS element in the wall formwork between the outer and inner reinforcement layers. Tie wire is used to attach it. This is guided through the holes provided in the assembly sheet steel and fixed to the reinforcement. The OBS element must be secured in its position such that the assembly sheet steel level is located immovably at

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the planned pre-break position; the sealing level is then exactly parallel to the formwork surface in the axis of the sealing for the floor/wall joint. 4 The OBS element is attached to the KB by overlapping at least 50 mm and by pressing the coated sheet steel firmly together. For temperatures below +5°C, the joint surfaces should be briefly heated using a blowlamp. Pentaflex pre-break position OBS outer ½ inner e.g. trapezoidal strip 22/13/13 Our applications department would be pleased to assist in finding further solutions. Phone: +49 (0) 77 42 / 92 15-70 Fax: +49 (0) 77 42 / 92 15-96 22 www.h-bau.com ½ ᝽ Pentaflex ® OBS Installation instructions for better solutions... 5 Each connection location must be secured with two cross clips. 6 Before the wall form is closed, a suitable formwork, e.g. a trapezoidal strip must be attached true to size in the axis of the OBS element assembly sheet steel. 7 Care is required when concreting so that the OBS element is not exposed

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Pagina 41 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

to concrete pressure on one side. Always keep the pouring height equal on both sides. 8 Joints and attachments must be fabricated and secured using connections according to numbers 4/5. 23 Systematic sealing Pentaflex ® FTS for element walls General Pentaflex® FTS - the sealed prefabricated member - pre-break element The product PENTAFLEX FTS pre-break elements for walls comprise a joint plate with the proven PENTAFLEX® special coating as well as a galvanised sheet steel wing. This weakens the concrete section and at the same time facilitates the attachment of the flashing. ® Features Quick and easy mounting of the elements on the prefabricated element formwork Reduced waiting times Reliable generation of the shrinkage crack Watertight to 7.0 bar* PENTAFLEX® special coating resistant to organic effluent Easy and reliable connection to PENTAFLEX® KB Modular system (element length 2.5 m as well as fixed lengths available) Application area PENTAFLEX® FTS pre-break elements

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Pagina 42 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

are used to generate predetermined cracking in element walls. The incipient crack is simultaneously secured against pressurised as well as nonpressurised water by the sealing element. FTS elements are designed for sealing vertical joints for “white tanks” in the element method of construction. The joint sealing is also harmonised with the double wall method of construction on the corner joints. The elements are manufactured to a standard length of 2.5 m. The PENTAFLEX® FTS joint element is supplied for all wall thicknesses. Standard elements for 240, 250 or 300 mm wall thicknesses are stock items. The elements are supplied ready for installation. * tested up to 7.0 bar; 2.0 bar in accordance with ABP approval 24 www.h-bau.com Pentaflex ® FTS Technical information Technical data PENTAFLEX® KB joint plate Single-side pre-break wing: l = 2.00 m Variants: - for straight slab joint - for slab/corner joint Stock elements for wall thicknesses 240/250 mm and 300 mm Joint plate pro

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Pagina 43 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

trusion above and below for connection to the PENTAFLEX® KB Other dimensions on request for better solutions... System section FTS PENTAFLEX® FTS joint for straight joint PENTAFLEX® FTS pre-break element for straight joints PENTAFLEX® FTS-Corner for corner joint PENTAFLEX® FTS pre-break element for straight corner joints Note: When using FTS-Corner elements, the installation of PENTAFLEX® KB-Corner elements is required in the floor/wall joint (see page 11). 25 Systematic sealing Pentaflex ® FTS Installation instructions 1 Remove all film from the FTS elements. 2 Attach the uncoated wing to the face side of the external formwork and spot drill through the factorymade holes in the element. Fix the FTS element using the drive anchors supplied. 3 Bind the vertical coated joint plate with the Pentaflex KB in the floor slab. Connection is made by overlapping at least 50 mm and by pressing firmly together. For temperatures below +10°C, the joint surfaces should be briefly hea

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ted using a blowlamp. 4 Each connection location must be secured with two cross clips. Prefabrication 2 Prefabrication 1 External formwork Pentaflex® FTS The following must be observed with FTS-Corner elements: Pentaflex® FTS Prefabrication 2 Prefabrication 1 5 The corner area in the floor slab is formed using a PENTAFLEX® KB-Corner element. 6 The FTS-Corner element is fixed to the inside shell of the prefabrication in accordance with the installation instructions given above. Depending on the direction of assembly this can be done in different ways. 7 The FTS-Corner element is connected to the floor slab with the PENTAFLEX® KB-Corner element. See point 3. 8 Each connection location must be secured with two cross clips. Prefabr. 1 Prefabrication 1 Pentaflex FTS Prefabrication 1 ® Prefabrication 2 26 www.h-bau.com Prefabr. 2 Pentaflex ® FTS Installation instructions Assembly sequence for the Pentaflex® FTS pre-break elements for better solutions... Example: Start

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Pagina 45 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

1 2 3 4 1 Determination of the direction of assembly for the element walls. 2 Position the first wall element. Fix the FTS elements on both faces of the prefabrication. Connect the FTS technically correctly with the KB joint plate in the floor slab. 3 Position the next wall element. Connect the Pentaflex FTS to the face of the prefabrication and link it with the KB joint plate in the floor slab. 4 The last wall element is carefully placed between the wall elements that have already been fitted with FTS elements. Example: 14 15 End 16 Start 1 2 3 4 Systematic sealing 5 27 Pentaflex ® STK Sound insulation joint system Pentaflex® STK - Sealing of sound insulation joints Improvement Joint Insulation degree ∆Kij = 17,2 dB The product The PENTAFLEX® STK sound insulation cage for prefabricated walls is a two-part joint cage element made from galvanised construction steel and hydrophobic soft fibreboard. The joint cage element prevents the formation of concrete bridges and as s

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Pagina 46 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

uch sonically isolates the wall. The integral stirrups guide the joint strip, prevent collapse during concreting and thus guarantee reliable sealing of the cavity joint. The PENTAFLEX® sound insulation joint strip is an elastic joint strip with PENTAFLEX® coating in the bonding range of the floor slab and includes a pre-mounted PENTAFLEX® expansion joint connection for connection to the PENTAFLEX® KB in the base/wall joint. Features sound insulation tested Quick and easy assembly of the elements Reliable sound insulation of the element walls Reliable sealing of the cavity joint PENTAFLEX® special coating resistant to organic effluent Easy and reliable connection to the PENTAFLEX® joint elements KB Application area The PENTAFLEX® sound insulation joint system is used predominantly in terraced or semi-detached houses. It can be used either with an element wall construction or also for in-situ concrete construction. The sonic insulation of the houses is achieved using the PENTAFL

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Pagina 47 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

EX® STK sound insulation cage. The resulting sound insulation joint is sealed against pressurised and non-pressurised water by the PENTAFLEX® sound insulation joint strip. Other measures are necessary in the area of the floor slab and the separating walls of the building. In the case of a separate floor slab, the sound insulating cage can also be inserted horizontally. 28 www.h-bau.com Pentaflex ® STK Technical information System structure PENTAFLEX® sound insulation joint system The PENTAFLEX® sound insulation joint system reliably fulfils three tasks: Sealing of the insulating joint Reliable fixing of the PENTAFLEX® Sound insulation joint strip Sound insulation in the wall using soft fibreboard for better solutions... Pentaflex® sound insulation joint strip vertically in the sound insulation cage Pentaflex® sound insulation cage Pentaflex® expansion joint connection Pentaflex® KB The stability of the sound insulation cage facilitates the continuous placement and c

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Pagina 48 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

oncreting of the walls. There is no requirement for a separate stop end in the joint. System section sound insulation joint Pentaflex® STK sound insulation cage Pentaflex® KB Pentaflex® sound insulation joint strip 30 mm Design instructions for prefabricated structures When designing and distributing the element walls, note that 40 mm must be allowed for the sound insulation joint. 240 - 365 mm Pentaflex® expansion joint attachment 29 Systematic sealing Pentaflex ® STK STK sound insulation cage & SFB sound insulation strip PENTAFLEX® STK sound insulation cage Technical data: Two-piece sound insulation cage Element length: l = 3.00 m Delivered ready for installation For wall heights ≤ 2.80 m For wall thicknesses 240 - 365 mm Element thickness: 30 mm Design dimension of the separating joint 40 mm PENTAFLEX® SFB sound insulation joint strip Technical data: Internal PVC joint strip Element length 3.00 m Pre-assembled PENTAFLEX® expansion joint attachment PENTAFLEX® co

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Pagina 49 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

ating (approx. 300 mm) in the area of integration in the floor slab Delivered ready for installation Supplied with omega stirrups and joint clips 167 For wall heights ≤ 2.80 m For wall thicknesses ≥ 240 mm 240 mm Pentaflex® sound insulation joint 3,00 m Pentaflex® expansion joint attachment pre-assembled Pentaflex® sound insulation joint strip, coated Our applications department would be pleased to assist in finding further solutions. Phone: +49 (0) 77 42 / 92 15-70 Fax: +49 (0) 77 42 / 92 15-96 ᝽ 30 www.h-bau.com ≥100 3,00 m Pentaflex ® STK Installation instructions for better solutions... 1 Remove the film on the base area of the joint strip and on the pre-assembled expansion joint attachment. 2 The attachment of the DFA element to the Pentaflex KB running in the floor slab is made by creating an at least 50 mm overlap and pressing them firmly together. For temperatures below +10°C, the joint surfaces should be briefly heated using a blowlamp. 3 The point

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of connection location must be secured with a cross clip. 4 Concrete the floor slab. 5 Shorten the sound insulation cage to the required wall height. 6 Position the wall element. 7 Position the first sound insulation cage. Insert the sound insulation joint strip into the stirrups of the sound insulation cage. Position the second joint cage element. In this case also, the sound insulation joint strip must be within the sound insulation cage. 8 Fix the sound insulation cage to the faces of the element wall using nail drive anchors (6 x 80). 9 Position the next wall element. 10 Concrete in the element walls. 31 Systematic sealing Pentaflex ® Transwand General Pentaflex® Transwand - for leak-proof pipe entries The product The PENTAFLEX Transwand pipe entries are supplied as KG, KG2000, SML, HT or Loro X. The pipes are fitted externally with a water stop. Furthermore, this is treated with the proven PENTAFLEX® coating. This provides a double safeguard against water penetration. ®

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Pagina 51 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

Features Reliable sealing of the pipe entry Trouble-free installation Enclosed against contamination of the pipe entry Large quantity of stock material All wall thicknesses and nominal widths available Compatible with commercially available pipe systems Very economical Application area PENTAFLEX® Transwand pipe entries are used everywhere where absolutely watertight wall entries (white tanks) are demanded for entry of the supply and waste pipes. PENTAFLEX® Transwand can be used without difficulty with in-situ concrete walls, element walls and element walls with internal insulation. 32 www.h-bau.com Pentaflex ® Transwand Technical information / Types Type double sleeve Construction of the PENTAFLEX® Transwand pipe entries with double sleeve. Technical Data: Pipe type KG/ KG2000 Material PVC / PP DN 100 - 150 Water-stop with PENTAFLEX® coating for better solutions... L Transwand Water-stop Systemsection Type pull-over sleeve Construction of the PENTAFLEX® Transwand pipe

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Pagina 52 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

entries with pullover sleeve to the soil conctact area. Technical Data: Pipe type KG Material PVC DN 100 - 200 Water-stop with PENTAFLEX® coating Water-stop Transwand L Systemsection Type styropor crown Construction of the PENTAFLEX® Transwand pipe entries with styropor crown to the soil conctact area. Technical Data: Pipe type KG/ KG2000 / HT Material PVC / PP DN 100 - 500 Water-stop with PENTAFLEX® coating Water-stop Transwand L Systemsection DN DN DN 33 Systematic sealing Pentaflex ® Transwand Technical information Feasibility PENTAFLEX® Transwand The PENTAFLEX® Transwand pipe entries can be produced in different types depending on material, wall thickness and DN. See page 33 for description of types. Please use the table to check out the feasibility. Material Type DN 100 Wall thickness [mm] 200* 220* — — — — — — 240 250 260 280 290 300 310 350 360 400 — — — — — — — — —

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Pagina 53 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

— — — — double sleeve 125 150 100 — — — — — — — — — — — — — — — — — — — — KG2000** styropor crown 125 150 200 250 300 double sleeve 100 125 100 pull-over sleeve 125 150 200 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — KG 100 125 150 styropor crown 200 250 300 400 500 * does not correspond with the WU guidelines - see page 4 ** Material: PP DN 100 - 150 color: brown DN 200 - 300 color: green Note: Other wall thickness dimensions on reques

Pagina 54 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

t producible not producible 34 www.h-bau.com Pentaflex ® Transwand Types PENTAFLEX® Transwand SML Construction of the PENTAFLEX® Transwand pipe entries with styropor crown at both sides. Technical Data: Pipe type SML Water-stop with PENTAFLEX® coating DN 100 - 200 Wall thickness 240 - 500 mm Including metal retaining stirrups for attaching to the reinforcement for better solutions... L Transwand SML Water-stop Systemsection Materials PENTAFLEX® Transwand KG KG 2000 HT Material: PVC-U (Polyvinyl chloride) Canalisation pipe used as process water drain from the building envelope to the canalisation. Material: PP (Polypropylene) Ecological canalisation pipe used as process water drain from the building envelope to the canalisation. Material: PP (Polypropylene) High-temperature pipe used as process water drain inside of buildings. Technical Data: Available DN 100 - 500 Multilayered wall structure Color: orange-brown Technical Data: Available DN 100 - 300 Ground water

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Pagina 55 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

neutral and ecologically friendly Solid wall pipe Increased resistance against chemical waste water Color: DN 100 - 150 brown DN 200 - 300 green Technical Data: Available DN 40 - 100 Up to 95°C heat resistant Color: grey DN 35 Systematic sealing Pentaflex ® Thermo-Transwand Technical information PENTAFLEX® Thermo-Transwand General In recent years, double element walls have undergone dynamic further development. Nowadays, double walls with internal thermal insulation are no longer the exception. These thermal walls are being used both in houses and industrial buildings. Two points must be clarified for the use of PENTAFLEX® pipe entries in thermal walls: Installation in WU structural elements such as, e.g., thermal walls for cellars or Installation in thermal walls for multi-storey buildings or halls that do not have to comply with the WU regulations Thermal wall structural component thickness The structural component thickness is based on: The thickness of the core concrete T

Pagina 55-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza neutral and...

Pagina 56 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

he insulation thickness The thicknesses of the formwork PENTAFLEX® pipe entries are designed for WU structural components. For element walls of stress class 1 of the WU guidelines, a minimum core concrete thickness of 120 mm applies for a maximum grain size of 8 mm. This specification guarantees the quality of the internal sealing. With increasing maximum grain size, the minimum clearance bW,i between the reinforcement layers (for in-situ concrete) or for the separation of the internal surfaces of the formwork (for element walls) increases in order then to ensure technically correct installation of the concrete. The requirements for the thickness of structural elements is shown on page 4. The manufacturers of thermal walls offer them in the double wall integrated insulation with thicknesses of 80 – 120 mm. Thermo-Transwand ≥ 300 ½ ½ Thermal casing Note: L PENTAFLEX® Transwand and casing elements for element walls with internal insulation (thermal wall) are available from wal

Pagina 56-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza he...

Pagina 57 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

l thickness 300 mm. DN Thermo-Transwand KG Casing Water-stop ≥ 120 Water stop 36 www.h-bau.com DN Pentaflex ® Transwand Installation instructions Installation instructions for Transwand/Thermo-Transwand In in-situ concrete structural components Removal of the plastic cover Dimensionally-accurate fixing of the identified plastic cover on the inside of the external formwork using nails or adhesive Inserting the pipe in the plastic cover If required in addition, fix the pipe with tie wire for better solutions... Note: The correspondingly identified plastic cover should always be inserted in the direction of the exterior of the wall! In prefabrications Vertical fixing of the complete Transwand element with plastic cover onto the transfer table using adhesive Internal area Soil contact area PENTAFLEX® Transwand KG Plastic cover Identified plastic cover Sheet-steel plate collar with PENTAFLEX® coating 37 Systematic sealing Pentaflex ® Casing General Pentaflex®

Pagina 57-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza l thickness...

Pagina 58 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

Casing - for leak-proof pipe entries The product The PENTAFLEX casings are supplied as KG, KG2000, SML, HT or Loro X. The pipes are fitted on the outside with a water stop. In addition, this is provided with the proven PENTAFLEX® coating. This provides double security against the ingress of water. ® Features Reliable sealing of the pipe entry Trouble-free installation Enclosed against contamination of the pipe entry Large quantity of stock material All wall thicknesses and nominal widths available Application area PENTAFLEX® casings are used anywhere where absolutely watertight wall entries are demanded. PENTAFLEX® casings can be used without difficulty with in-situ concrete walls, element walls and element walls with internal insulation. PENTAFLEX® casings are used as recess pipes for the entry of supply and disposal pipes such as, e.g., gas or telephone. 38 www.h-bau.com Pentaflex ® Casing Technical information Technical data: Pipe types KG, KG 2000, HT, SML oder Loro X

Pagina 58-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza Casing -...

Pagina 59 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

Water-stop with PENTAFLEX® coating DN 100 - DN 200 Wall thickness 240 - 500 mm Other dimensions on request Casing for better solutions... Water stop with PENTAFLEX® coating Plastic cover System section casing L Table internal diameter PENTAFLEX® Casing Internal diameter Øinternal [mm] DN [mm] 100 103,6 103,2 — 125 118,6 117,2 — 150 152,0 150,2 — 200 190,2 187,6 200,0 250 237,6 234,6 250,0 Øinternal material Casing DN KG KG2000 KFR Water stop Installation instructions In-situ concrete Removal of the plastic cover Dimensionally-accurate fixing of the plastic cover on the inside of the external formwork using nails or adhesive Inserting the pipe in the plastic cover If required, additionally fix the pipe with tie wire In prefabrications Vertical fixing of the complete casing with plastic cover onto the transfer table using adhesive 39 Systematic sealing Pentaflex ® floor drain General Pentaflex® floor drain - reliable floor drainage The product The PENTAFLEX

Pagina 59-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza Water-stop ...

Pagina 60 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

floor drains are supplied as KG, KG2000, SML, HT or Loro X. The pipes are fitted on the outside with a water stop. In addition, this is provided with the proven PENTAFLEX® coating. This provides double security against the ingress of water. ® Features Reliable sealing of the pipe entry Trouble-free installation Enclosed against contamination of the pipe entry Large quantity of stock material All services for buildings are fulfilled Application area PENTAFLEX® floor drains remove surface water that forms from water impermeable reinforced concrete slabs. Penetration of the slabs is safely achieved with PENTAFLEX® floor drains. Thus cellar floors can be reliably drained via underground pipes in the subsoil. The requirement for watertight white tanks is completely fulfilled by the proven PENTAFLEX® coating as well as an additional water stop. 40 www.h-bau.com Pentaflex ® floor drain Technical data for floor drain and floor lead-through Technical data Floor drain: Drain element

Pagina 60-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza floor...

Pagina 61 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

made of PP DN 70 and 100 Water-stop with PENTAFLEX® coating Height-adjustable cap piece Slotted grating ABS, stainless steel or cap piece which can be tiled Maximum load depending on design 0.3, 1.5 or 12.5 metric tons Removable odour trap Other dimensions and designs on request On-site pipe Cap piece 150 x 150 with adjustable height 20-76 150 for better solutions... Slotted grating 138 x 138 ABS or stainless steel Water stop + Pentaflex® coating Pentaflex® floor drain PENTAFLEX® floor drain Technical data Floor lead-through: Material KG, KG 2000, HT, SML or Loro X Water-stop with PENTAFLEX® coating DN 100 – 300 Length DN 100 – DN 200 = 500 mm DN 250 – DN 300 = 1000 mm Other dimensions and materials on request Water stop with Pentaflex® coating Pentaflex® floor lead-through PENTAFLEX® floor lead-through Installation instructions The PENTAFLEX® floor drains are connected in the same way as conventional floor drains and are concreted into the floor slab. Before c

Pagina 61-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza made of PP...

Pagina 62 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

oncreting, the protective film should be removed from the PENTAFLEX® coating. The protective cover for the construction prevents contamination during the concreting work as well as during the rest of the construction work. 41 Systematic sealing Pentaflex ® roof drain General Pentaflex® roof drain - reliable water drainage from roof surfaces The product The PENTAFLEX roof drains are supplied as KG, KG2000, SML, HT or Loro X. The pipes are fitted on the outside with a water stop. In addition, this is provided with the proven PENTAFLEX® coating. This provides double security against the ingress of water. ® Features Reliable sealing of the roof drain Trouble-free installation Enclosed against contamination of the pipe entry Large quantity of stock material All services for buildings are fulfilled Application area PENTAFLEX® roof drains remove surface water that forms from water impermeable reinforced concrete slabs. Penetration of the slabs is safely achieved with PENTAFLEX®

Pagina 62-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza oncreting, ...

Pagina 63 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

roof drains. Overwhelmed roof surfaces can thus be reliably drained of water by water drainage pipes below the ceiling. The requirement for watertight white tanks is completely fulfilled by the proven PENTAFLEX® coating as well as an additional water stop. 42 www.h-bau.com Pentaflex ® roof drain Technical information Technical data: Pipe types KG, KG2000, HT, SML or Loro X DN 70, DN 100 Water stop with PENTAFLEX® coating Ceiling thickness ≥ 240 mm Other dimensions and materials on request Water stop with Pentaflex® coating Screen basket for better solutions... Pentaflex® roof drain Polystyrene collar Installation instructions In-situ concrete Remove the polystyrene collar Dimensionally-accurate fixing of the polystyrene collar to the ceiling formwork Insert the casing in the polystyrene collar Fixing the casing to the reinforcement with tie wire Fit the double bushing as a connection piece Align the upper edge of the connection piece with the slab thickness Prefabricati

Pagina 63-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza roof drains...

Pagina 64 - Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza...

ons Fixing of the complete roof drainage element with polystyrene collar onto the transfer table, e.g. using hot-melt adhesive Remove the protective film from the Pentaflex coating before concreting! Ordering information The PENTAFLEX® roof drains are supplied in different versions. Thus all the building engineering requirements are taken into account. Due to the possible multiplicity, an exact description is required when ordering. The PENTAFLEX® roof drain is supplied in the pipe types KG or SML with diameter DN 100 as standard. Our applications department would be pleased to assist in finding further solutions. Phone: +49 (0) 77 42 / 92 15-70 Fax: +49 (0) 77 42 / 92 15-96 ᝽ 43 Systematic sealing Pentaflex ® OPTI wall distance tubes General Pentaflex® OPTI wall distance tubes for leak-proof tie points The product PENTAFLEX OPTI wall distance tubes comprise a plastic pipe with an internal diameter of 22 mm as well as an integral water stop. In addition, the wall distance

Pagina 64-Hidroizolatie pentru rosturi de turnare H-BAU Technik PENTAFLEX Catalog, brosura Engleza ons
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