CN105464226A - Integrated component type telescopic water-stop belt and application thereof in waterproofing of building deformation joints - Google Patents

Integrated component type telescopic water-stop belt and application thereof in waterproofing of building deformation joints Download PDF

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Publication number
CN105464226A
CN105464226A CN201610011208.2A CN201610011208A CN105464226A CN 105464226 A CN105464226 A CN 105464226A CN 201610011208 A CN201610011208 A CN 201610011208A CN 105464226 A CN105464226 A CN 105464226A
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China
Prior art keywords
main box
casing
integrated component
waterstop
component formula
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CN201610011208.2A
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Chinese (zh)
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CN105464226B (en
Inventor
冯广东
闵晓林
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Hubei Province Bahe Town Yunfeng Construction Labor Co Ltd
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Hubei Province Bahe Town Yunfeng Construction Labor Co Ltd
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Priority to CN201610011208.2A priority Critical patent/CN105464226B/en
Publication of CN105464226A publication Critical patent/CN105464226A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6806Waterstops
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6801Fillings therefor

Abstract

The invention provides a novel integrated component type telescopic water-stop belt device and application thereof in waterproofing of building deformation joints. A box-shaped structure matched with the shape and size of a deformation joint is adopted by a main body structure, two protruding convex groove structures are symmetrically arranged in the middle of a box body, the two wings of the rubber water-stop belt stick to and are fixed in the two convex grooves, other parts inside the box body are filled with flexible waterproof materials, and therefore the rubber water-stop belt is changed to be of an integrated type rigid structure from a flexible structure. During construction, complex positioning and fixing operation is not needed, concrete can be poured on the two sides of the deformation joint by directly placing the water-stop belt device on the deformation joint, the construction step is simple, operation is convenient, the rubber water-stop belt can be effectively prevented from being damaged, the long-term effective waterproof effect of the deformation joint is guaranteed, and the good application prospect and significant economical benefit are achieved.

Description

Integrated component formula is stretched waterstop and the application in building deformation joint waterproof thereof
Technical field
The present invention relates to a kind of device for building deformation joint waterproof, particularly a kind of integrated component formula is stretched waterstop device and the application in building deformation joint waterproof thereof, belongs to construction engineering technical field.
Background technology
Rubber fastening band is the building unit that a kind of water resistance is excellent, be widely used in the waterproof of deformed concrete crack, comprise underground installation, tunnel culvert, water delivery aqueduct, check dam, storage liquid structure etc., to be located at during use in deformation joint and to be integrated with concreting, effectively can prevent the seepage of underground water.
Though rubber fastening band itself is a kind of excellent waterproofing materials, but normally can play water resistance, largely depend on correct, reliable construction method, and easily there is a series of construction common fault in the installation of the rubber fastening band of prior art: one be rubber fastening band is flexible tape structure, location in concrete with fixing not easily, usually iron nail need be adopted during construction, galvanized wire, additional bar, bolt, the devices such as special mould clamp are fixed in steel mesh reinforcement or template, not only complicated operation, waste time and energy, and be easily shifted when concrete vibrating, upset, kink, have a strong impact on later stage waterproof effect, two is after concrete construction, needs to clean out deformation joint sealing face, then asphalt reperfusion clay again, on the one hand not easily fill deformation joint completely during perfusion, easily leave cavity, on the other hand also fragile rubber fastening band during perfusion, therefore extremely ring and affect later stage stagnant water effect
Chinese patent " protector for vertical rubber stanch belt "; the applying date: 2012.7.18; notification number: CN102767161B; disclose a kind of protector of the U-shaped groove structure with wing plates on two sides; fixed in U-shaped groove during use, rubber fastening band being placed in protector, protector body is rigid structures, is fixed in template; thus avoid vertical rubber stanch belt occur when Planning Materials of Constrution skew or destroy, guarantee that rubber fastening band effectively plays its waterproof effect.But also there is obvious defect in above-mentioned patent: one is only can be used in supporting and protecting vertically disposed rubber fastening band, and can not for horizontally disposed rubber fastening band, narrow application range; Two is only to prevent the skew of rubber fastening band on vertical biside plate direction (fixing by biside plate), its skew on parallel biside plate direction can not be prevented (because U-shaped structure one end is hatch frame, without fixation), can not prevent the skew of its in the vertical direction, therefore the positioning action of protector is very limited; Three is that rubber fastening band is stuck in the U-shaped groove of protector, is fixed, lack other reinforcement effects such as bonding by the elastic compaction of U-shaped groove, and it is fixed and unreliable, is still easily shifted under concrete vibrating effect; Four is that two wing plate length is longer, volume is comparatively large, easily clashes with the structure such as steel mesh reinforcement, affect structural configuration, increase difficulty of construction during construction.
Chinese invention patent: " a kind of building deformation joint waterproof method and a kind of sticky built-in waterstop of anchor formula "; the day for announcing: 2012.11.21; notification number: CN102121278B; soft model is used in the concreting of side; the dovetail groove of a shaping inner wide and outer narrow is built at assigned address; for a wing of rubber fastening band is adhesively fixed in dovetail groove; and then build opposite side concrete; effectively can fix, protect rubber fastening band; prevent skew or destroy; and waterstop and concrete cementation can be strengthened, many-sided guarantee construction quality.But still there is obvious defect in above-mentioned patent: one is only can build shaping dovetail groove in side, and for a wing of fixing rubber fastening band, and another wing still needs to be fixed by structures such as reinforcing bar, bolt, jigs, still complicated operation of constructing; Two is wings that rubber fastening band adopts the structure such as reinforcing bar, bolt, jig fixing, still effectively can not be protected, easily offsets, the situation such as destruction in work progress, still adds concrete construction efficiency and the construction quality at this place simultaneously; Three is that shaping dovetail groove is built in side first, then installs rubber fastening band, then build opposite side concrete, the significant prolongation engineering time, obviously can not adapt to regulation more and more stricter to programming at present.
Obviously, based on the natural restriction such as material, structure of rubber fastening band, prior art is about the construction method of rubber fastening band, all fail to solve rubber fastening band easily to offset, destroy at all, and construction sequence is complicated, difficulty of construction is large, high in cost of production defect, have a strong impact on the application of rubber fastening band, leave the future trouble of easily infiltration to many engineerings simultaneously.Along with developing rapidly of urban modernization construction, need to build increasing underground construction, as tunnel, subway, culvert etc., higher requirement be it is also proposed to the waterproof of underground construction simultaneously, therefore, how to solve an installation difficult problem for prior art rubber fastening band, become and ensured the construction quality of underground construction and the key technology of construction speed.
Summary of the invention
The rubber fastening band that the present invention is intended to solve prior art is subject to its material, the natural restriction of structure and etc. the difficulty of construction that causes large, the shortcomings and deficiencies that construction quality not easily ensures, a kind of novel integrated component formula is provided to stretch waterstop device, main body adopts the box structure adapted with the geomery of deformation joint, two outstanding oat tail groove structures are symmetrical arranged in the middle part of casing, for the both wings of the fixing rubber fastening band that bonds, all the other position filling flexible water proof materials of box house, thus rubber fastening band is become Integral rigid structure from flexible structure, without the need to the location of complexity and fixing operation during construction, directly be positioned over deformation joint and can build both sides concrete, construction sequence is simple, easy to operate, and can effectively protect rubber fastening band not to be damaged, guarantee the permanently effective waterproof effect of deformation joint, have a good application prospect and significant economic benefit.
The present invention is the technical scheme that technical solution problem adopts: integrated component formula is stretched waterstop, for building deformation joint waterproof, it is characterized in that: described waterstop comprises a main box (1) and two end casings (2), described main box (1) is both ends open structure with end casing (2) and cross section is identical, described two end casings (2) splice the two ends in main box (1) respectively, the width of the overall box structure formed after described main tank (1) and end casing (2) splicing with highly respectively with the width of deformation joint and height correspondent equal, the bilateral symmetry of described main box (1) through-thickness is provided with the tongue (4) of two outstanding tank walls, described two tongue (4) inner chambers communicate with the inner chamber of main box (1), the described integrated component formula waterstop that stretches also comprises rubber fastening band (5), the both wings of described rubber fastening band (5) are bonded and fixed in two tongues (4) respectively, are filled with flexible waterproof material in described main box (1) and end casing (2) inner chamber.
Integrated component formula is stretched waterstop, it is characterized in that: described main box (1) and end casing (2) sidewall are respectively equipped with boss corresponding to position (6), described boss (6) is provided with the through hole communicated, and described main box (1) is connected by the set bolt (7) through through hole with end casing (2).
Integrated component formula is stretched waterstop, it is characterized in that: the two ends of described main box (1) are evenly provided with semicircular reserved steel bar hole (3) along its length, the position that one end of described end casing (2) is corresponding with main box (1) is provided with semicircular reserved steel bar hole (3), after described main box (1) and end casing (2) splice, two corresponding semicircle reserved steel bar holes (3) are spliced into circular reserved steel bar hole.
Integrated component formula is stretched waterstop, and it is characterized in that: the sidewall of described main box (1) is fixed with anchor bolt (8), described anchor bolt (8) distributes along spacing 100-200mm.
Integrated component formula is stretched waterstop, and it is characterized in that: the sidewall of described main box (1) is fixed with nut or screw, described anchor bolt (4) screws fixing with nut or screw mutually.
Integrated component formula is stretched waterstop, it is characterized in that: described tongue (4) is swallow-tail form, and tongue (4) is greater than the side near main box (1) away from the size of main box (1) side.
Integrated component formula is stretched waterstop, it is characterized in that: the transverse end wall of described main box (1) is provided with end wall bolt hole (9).
Integrated component formula is stretched waterstop, it is characterized in that: the flexible waterproof material of filling in described main box (1) and end casing (2) inner chamber moulds plate or waterproof clay for poly-.
Integrated component formula is stretched waterstop, it is characterized in that: the material of described main box (1) and end casing (2) is steel.
Integrated component formula is stretched the using method of waterstop in building deformation joint waterproof, it is characterized in that comprising the steps:
1) an end casing (2) is positioned over bottom deformation joint, lay the concrete first floor steel mesh reinforcement in both sides, reinforcing bar through deformation joint is placed in the reserved steel bar hole (3) of end casing (2), shelve main box (1) again, then set bolt (7) is used to be fixedly connected with the end casing (2) of bottom by main box (1), then the concrete second layer steel mesh reinforcement in both sides is laid, reinforcing bar through deformation joint is placed in the reserved steel bar hole (3) of main box (1), shelve the end casing (2) on upper strata again, then set bolt (7) is used to be fixedly connected with main box (1) by the end casing (2) on upper strata, complete box body splicing to install,
2) nut on one end of anchor bolt (8) screw-in main box (1) or screw are fixed, be fixedly connected with by concrete to the other end and both sides reinforcing bar, connected mode is welding or colligation connection;
3) build both sides concrete, after concrete formation, member telescopic waterstop and both sides concrete formation are integrated, and complete construction.
Compared with prior art, beneficial effect of the present invention is:
1, this apparatus main body adopts box structure, middle part is symmetrical arranged two outstanding tongue structures, the both wings of rubber fastening band are fixedly bonded in tongue, all the other position filling flexible water proof materials in casing, thus formation monolithic, the constuction joint water-tight device of rigidity, eliminate installation and the fixed work order of the complexity of rubber fastening band, after both sides concreting is shaping, namely member telescopic waterstop and concrete are molded as one, without the need to taking out again, whole installation process steps is simple, easy to operate, and can sequential production be realized, can remarkable accelerating construction progress, guarantee construction quality.
2, rubber fastening band is fixedly bonded in the tongue of cabinets cavity, is subject to the available protecting of enclosed housing, can not offset, the problem such as destruction in construction, can ensure its waterproof effect; Body structure has good strength and stiffness, and be fixedly connected with both sides concrete reinforcement by the anchor bolt on casing, overall structure is formed with concrete, thus there is excellent mechanical property, the various complex situations in Long-Time Service process can be tackled, there is reliable waterproof effect and long application life, be specially adapted to geology complex structure, underground construction that waterproof requirement is higher.
3, the agent structure of this device adopts main box and end box body splicing to form, and correspondence position is provided with sliceable semicircle steel bar preassembling and boxes out, and is convenient to the steel mesh reinforcement being mounted across deformation joint, convenient and quick construction.
4, member telescopic waterstop employing produce in factory, in-site installation mode complete, realize standardization, mass, generalization production, product size can with the unification mutually of Current Building ' standard, batch production making both can ensure product quality, enhance productivity, also significantly can reduce manufacturing cost, be conducive to applying of member telescopic waterstop, on the other hand, unitized component also facilitates user's choice and operation, reduces use cost further.
5, the casing of member telescopic waterstop preferably adopts steel work, steel work has the mechanical properties such as excellent tension, resistance to compression, pliability, and have good adhesive property with concrete, build shaping after more easily and both sides concrete form reliable monolithic construction.
Accompanying drawing explanation
Fig. 1 is that integrated component formula of the present invention is stretched the structural representation of waterstop;
Fig. 2 is the A-A sectional drawing of Fig. 1;
Fig. 3 is that integrated component formula of the present invention is stretched the joint schematic diagram of waterstop;
Fig. 4 is that integrated component formula of the present invention is stretched the laying plan view of waterstop for subterranean tunnel.
In figure: main box 1, end casing 2, reserved steel bar hole 3, tongue 4, rubber fastening band 5, boss 6, set bolt 7, anchor bolt 8, end wall bolt hole 9.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.
See Fig. 1 and Fig. 2, the integrated component formula for building deformation joint waterproof provided by the invention is stretched waterstop, and agent structure is spliced by a main box 1 and two end casings 2.Wherein, main box 1 is both ends open structure with end casing 2 and cross section is identical, two end casings 2 splice the two ends in main box 1 respectively, main tank 1 and end casing 2 splice the overall box structure of rear formation width and highly respectively with width and the height correspondent equal of deformation joint, with adaptive deformation seam, needs are installed.For ease of main box 1 with end casing 2 be fixedly connected with, further preferably, main box 1 and end casing 2 sidewall are respectively equipped with boss corresponding to position 6, two corresponding boss 6 are provided with the through hole communicated, and use the set bolt 7 through through hole to be fixedly connected with end casing 2 by main box 1 during construction.Boss 6 and set bolt 7 can be many groups, and interval is arranged along its length, to guarantee effective connection of main box 1 and end casing 2.
The bilateral symmetry of main box 1 through-thickness is provided with the tongue 4 of two outstanding tank walls, two tongue 4 inner chambers communicate with the inner chamber of main box 1, the both wings of rubber fastening band 5 are bonded and fixed in two tongues 4 respectively, are filled with flexible waterproof material in main box 1 and end casing 2 inner chamber.The shape of tongue 4 can be prismatic, tongue 4 is further preferably set for swallow-tail form, and the size away from main box 1 is greater than the size near main box 1, to strengthen the fixation of both wings in tongue of rubber fastening band 5, prevents it to be drawn out in tongue 4.
Integrated component formula provided by the invention is stretched waterstop, is applicable to the deformation joint engineering in all concrete underground constructions, does not limit, highly versatile by the kind of rubber fastening band and material.
To stretch the concrete caking property of waterstop and both sides and globality for strengthening integrated component formula of the present invention, preferably on the sidewall of main box 1, be fixedly installed some anchor bolts 8, anchor bolt 8 distributes along spacing 100-200mm.For ease of in-site installation, preferably on the sidewall of main box 1, arrange nut or screw, during construction, screw fixing mutually by anchor bolt 8 one end and nut or screw, the other end is fixedly connected with both sides concrete reinforcement, and connected mode can be welding or colligation connects.
For ease of construction, further preferably, semicircular reserved steel bar hole 3 is evenly provided with along its length at the two ends of main box 1, the position corresponding with main box 1 in one end of end casing 2 is also provided with semicircular reserved steel bar hole 3, after main box 1 and end casing 2 splice, two corresponding semicircle reserved steel bar holes are spliced into circular reinforced hole.Adopt two semi-circular hole to be spliced to form whole circular port, be convenient to the reinforcing bar being mounted across deformation joint.
Integrated component formula provided by the invention is stretched waterstop, and the flexible waterproof material of filling in main box 1 and end casing 2 inner chamber moulds plate or waterproof clay for poly-, or adopts the packing material that other cost performance is high.Further preferably arrange, fill waterproof clay in the middle part of main box 1, the both ends of main box 1 and end casing 2 are filled to gather and are moulded plate.
Integrated component formula provided by the invention is stretched waterstop, the material selection steel of the material of main box 1 and end casing 2 or other rigid material, for making member telescopic waterstop and both sides concrete be combined as a whole better, preferably adopt steel as the material of casing 1.
See Fig. 4, integrated component formula of the present invention is stretched the laying plan view of waterstop for subterranean tunnel.When single integrated component formula stretches waterstop curtailment, the length to needs can be spliced from beginning to end.See Fig. 3, some end wall bolts hole 9 can be provided with on the transverse end wall of main box 1, during construction, fixing with tap bolt adjacent two integrated component formulas are stretched waterstop splicing.
The integrated component formula provided by the invention using method of waterstop in building deformation joint waterproof of stretching comprises the steps:
1) an end casing 2 is positioned over bottom deformation joint, lay the concrete first floor steel mesh reinforcement in both sides, reinforcing bar through deformation joint is placed in the reserved steel bar hole 3 of end casing 2, shelve main box 1 again, then with set bolt 7, main box 1 is fixedly connected with bottom end casing 2, then the concrete second layer steel mesh reinforcement in both sides is laid, reinforcing bar through deformation joint is placed in the reserved steel bar hole 3 of main box 1, shelve upper strata end casing 2 again, then with set bolt 7, upper strata end casing 2 is fixedly connected with main box 1, completes box body splicing and install;
2) nut on the screw-in main box 1 of one end of anchor bolt 8 or screw are fixed, be fixedly connected with by concrete to the other end and both sides reinforcing bar, connected mode is welding or colligation connection;
3) build both sides concrete, after concrete formation, member telescopic waterstop and both sides concrete formation are integrated, and complete construction.
The foregoing is only the preferred embodiments of the present invention; not thereby limit the scope of the invention; every utilize manual of the present invention and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in protection scope of the present invention.

Claims (10)

1. integrated component formula is stretched waterstop, for building deformation joint waterproof, it is characterized in that: comprise a main box (1) and two end casings (2), described main box (1) is both ends open structure with end casing (2) and cross section is identical, described two end casings (2) splice the two ends in main box (1) respectively, the width of the overall box structure formed after described main box (1) and end casing (2) splicing with highly respectively with the width of deformation joint and height correspondent equal;
The bilateral symmetry of described main box (1) through-thickness is provided with the tongue (4) of two outstanding tank walls, described two tongue (4) inner chambers communicate with the inner chamber of main box (1), the described integrated component formula waterstop that stretches also comprises rubber fastening band (5), the both wings of described rubber fastening band (5) are bonded and fixed in two tongues (4) respectively, are filled with flexible waterproof material in described main box (1) and end casing (2) inner chamber.
2. integrated component formula according to claim 1 is stretched waterstop, it is characterized in that: described main box (1) and end casing (2) sidewall are respectively equipped with boss corresponding to position (6), described boss (6) is provided with the through hole communicated, and described main box (1) is connected by the set bolt (7) through through hole with end casing (2).
3. integrated component formula according to claim 1 is stretched waterstop, it is characterized in that: the two ends of described main box (1) are evenly provided with semicircular reserved steel bar hole (3) along its length, the position that one end of described end casing (2) is corresponding with main box (1) is provided with semicircular reserved steel bar hole (3), after described main box (1) and end casing (2) splice, two corresponding semicircle reserved steel bar holes (3) are spliced into circular reserved steel bar hole.
4. integrated component formula according to claim 1 is stretched waterstop, and it is characterized in that: the sidewall of described main box (1) is fixed with anchor bolt (8), described anchor bolt (8) distributes along spacing 100-200mm.
5. integrated component formula according to claim 4 is stretched waterstop, and it is characterized in that: the sidewall of described main box (1) is fixed with nut or screw, described anchor bolt (4) screws fixing with nut or screw mutually.
6. integrated component formula according to claim 1 is stretched waterstop, it is characterized in that: described tongue (4) is swallow-tail form, and tongue (4) is greater than the side near main box (1) away from the size of main box (1) side.
7. integrated component formula according to claim 1 is stretched waterstop, it is characterized in that: the transverse end wall of described main box (1) is provided with end wall bolt hole (9).
8. integrated component formula according to claim 1 is stretched waterstop, it is characterized in that: the flexible waterproof material of filling in described main box (1) and end casing (2) inner chamber moulds plate or waterproof clay for poly-.
9. integrated component formula according to claim 1 is stretched waterstop, it is characterized in that: the material of described main box (1) and end casing (2) is steel.
10. the integrated component formula according to claim 1-9 is stretched the using method of waterstop in building deformation joint waterproof, it is characterized in that comprising the steps:
1) an end casing (2) is positioned over bottom deformation joint, lay the concrete first floor steel mesh reinforcement in both sides, reinforcing bar through deformation joint is placed in the reserved steel bar hole (3) of end casing (2), shelve main box (1) again, then set bolt (7) is used to be fixedly connected with the end casing (2) of bottom by main box (1), then the concrete second layer steel mesh reinforcement in both sides is laid, reinforcing bar through deformation joint is placed in the reserved steel bar hole (3) of main box (1), shelve the end casing (2) on upper strata again, then set bolt (7) is used to be fixedly connected with main box (1) by the end casing (2) on upper strata, complete box body splicing to install,
2) nut on one end of anchor bolt (8) screw-in main box (1) or screw are fixed, be fixedly connected with by concrete to the other end and both sides reinforcing bar, connected mode is welding or colligation connection;
3) build both sides concrete, after concrete formation, member telescopic waterstop and both sides concrete formation are integrated, and complete construction.
CN201610011208.2A 2016-01-08 2016-01-08 The flexible waterstop of integrated component formula and its application in building deformation joint waterproof Active CN105464226B (en)

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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994016161A1 (en) * 1993-01-13 1994-07-21 Ing. B. Habberstad As A prefabricated expansion joint element
EP2320001A2 (en) * 2009-10-27 2011-05-11 Pino Albanese Device for producing a partial stop end and/or an expansion joint stop end on a concrete structure
CN102121278A (en) * 2011-01-12 2011-07-13 吴兆圣 Waterproof method for movement joint on building and adhesive anchorage built-in water stop
CN102767161A (en) * 2012-07-18 2012-11-07 中国水利水电第五工程局有限公司 Protector for vertical rubber stanch belt
CN103422515A (en) * 2013-09-03 2013-12-04 衡水鑫盛达工程橡胶有限公司 Water stop belt and locating method thereof
CN203411893U (en) * 2013-07-24 2014-01-29 宁波路宝科技实业集团有限公司 Modular closed type bridge expansion joint device
CN203603270U (en) * 2013-11-29 2014-05-21 中国葛洲坝集团国际工程有限公司 Novel side wall and baseboard deformation joint structure
CN203669119U (en) * 2013-11-25 2014-06-25 凌达 Novel building deformation joint water stop strip fixing device
CN204589800U (en) * 2015-04-22 2015-08-26 浙江嘉桥交通建设有限公司 A kind of dual fail-safe bridge expansion joint structure
CN205329871U (en) * 2016-01-08 2016-06-22 湖北巴河云峰建筑劳务有限公司 Flexible waterstop of integration component formula

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994016161A1 (en) * 1993-01-13 1994-07-21 Ing. B. Habberstad As A prefabricated expansion joint element
EP2320001A2 (en) * 2009-10-27 2011-05-11 Pino Albanese Device for producing a partial stop end and/or an expansion joint stop end on a concrete structure
CN102121278A (en) * 2011-01-12 2011-07-13 吴兆圣 Waterproof method for movement joint on building and adhesive anchorage built-in water stop
CN102767161A (en) * 2012-07-18 2012-11-07 中国水利水电第五工程局有限公司 Protector for vertical rubber stanch belt
CN203411893U (en) * 2013-07-24 2014-01-29 宁波路宝科技实业集团有限公司 Modular closed type bridge expansion joint device
CN103422515A (en) * 2013-09-03 2013-12-04 衡水鑫盛达工程橡胶有限公司 Water stop belt and locating method thereof
CN203669119U (en) * 2013-11-25 2014-06-25 凌达 Novel building deformation joint water stop strip fixing device
CN203603270U (en) * 2013-11-29 2014-05-21 中国葛洲坝集团国际工程有限公司 Novel side wall and baseboard deformation joint structure
CN204589800U (en) * 2015-04-22 2015-08-26 浙江嘉桥交通建设有限公司 A kind of dual fail-safe bridge expansion joint structure
CN205329871U (en) * 2016-01-08 2016-06-22 湖北巴河云峰建筑劳务有限公司 Flexible waterstop of integration component formula

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