CN106869084A - A kind of high tenacity filleting waterstop and its construction method for channel structure - Google Patents

A kind of high tenacity filleting waterstop and its construction method for channel structure Download PDF

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Publication number
CN106869084A
CN106869084A CN201710147776.XA CN201710147776A CN106869084A CN 106869084 A CN106869084 A CN 106869084A CN 201710147776 A CN201710147776 A CN 201710147776A CN 106869084 A CN106869084 A CN 106869084A
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CN
China
Prior art keywords
filleting
waterstop
permeable pipe
channel structure
rigid water
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710147776.XA
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Chinese (zh)
Inventor
张永先
何苗
苏炜焕
计保权
刘海龙
阎超
郭伟
王兆东
刘士军
丁洪伟
付庆波
孙凯
张剑
钟比佳
孙晓巍
潘文浩
王颂超
张巍伟
戚瑞雪
佟艳辉
王禹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Liaoning Hua Hua Three Construction Engineering Technology Co Ltd
Original Assignee
Liaoning Hua Hua Three Construction Engineering Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Application filed by Liaoning Hua Hua Three Construction Engineering Technology Co Ltd filed Critical Liaoning Hua Hua Three Construction Engineering Technology Co Ltd
Priority to CN201710147776.XA priority Critical patent/CN106869084A/en
Publication of CN106869084A publication Critical patent/CN106869084A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/02Making or lining canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B13/00Irrigation ditches, i.e. gravity flow, open channel water distribution systems

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

The present invention relates to a kind of high tenacity filleting waterstop for channel structure, include rigid water-permeable pipe, rigid water-permeable pipe is hollow pipe, is pasted with filter paper, spraying rapid hardening rubber on the outer wall of rigid water-permeable pipe successively from inside to outside, and rigid water-permeable pipe top is provided with block rubber.Cost of the present invention is not high, is easy to gather materials on the spot;The water sealing structure that filleting packing material is formed can well adapt to the deformation at expansion joint, this composite is formed by inorganic being combined with organic material, two kinds of main antiseepage materials play filleting sealing effect jointly, and inorganic material therein is more durable with more larger deformability, when organic material is intact, inorganic material plays filling, booster action, in organic material, locally ineffective rear inorganic material can continue to play more permanent comprehensively and effectively sealing effect, and make up the defect that organic material failure brings completely.

Description

A kind of high tenacity filleting waterstop and its construction method for channel structure
Technical field
The present invention relates to a kind of filleting waterstop, more particularly to a kind of high tenacity filleting waterstop for channel structure And its construction method.
Background technology
In the construction for the treatment of concrete lining seam, filleting plank is typically taken to fill expansion joint, seam surface filling is poly- The mode of vinyl chloride clay come reach it is flexible be seamed into, the purpose of sealing, it is also central using rubber fastening band pointing expansion joint, The form of outside sandwiched closed-cell foam plate comes into seam, sealing.Vinyl chloride clay and rubber fastening band are high molecular synthetic material, Longtime running, under the erosion of natural environment, understands gradually aging, hardening, argillization, and the time one is grown, and these materials may lose Original elasticity, the reduction of filleting sealing effect.
The content of the invention
It is an object of the invention to provide a kind of high tenacity filleting waterstop for channel structure, it can be well adapted to The deformation at expansion joint, low cost, constructing operation succinctly facilitates, and is a kind of environmentally friendly, reusable, timeliness filleting more long Filling hermetic seal band.
It is a further object to provide a kind of construction method of the high tenacity filleting waterstop for channel structure.
In order to solve the problems, such as prior art, the technical solution adopted by the present invention is:
A kind of high tenacity filleting waterstop for channel structure, includes rigid water-permeable pipe, and rigid water-permeable pipe is hollow pipe, firmly It is pasted with filter paper, spraying rapid hardening rubber on the outer wall of formula water-permeable pipe successively from inside to outside, rigid water-permeable pipe top is provided with rubber Block.
Described rigid water-permeable pipe is made up of the netted polythene material of high density.
Flexible porous tube is set with described rigid water-permeable pipe.
The tube wall of described rigid water-permeable pipe is interior and tube wall is filled with Powdered bentonite with the gap of flexible porous tube.
Described block rubber is solid cylindrical.
A kind of construction method of the high tenacity filleting waterstop for channel structure,:Comprise the following steps:
Step 1:Installation form, filleting waterstop is fixed at predetermined structural joint position, is installed closed-cell foam plate, plasticity and is filled out Material;
Step 2:Filleting waterstop, closed-cell foam plate are sleeved on using fixation with steel wire filleting waterstop or using steel outer mold With the outside of plastic filler;
Step 3:Casting concrete;
Step 4:In casting process, slow lifting steel outer mold uniformly presss from both sides caulking material during the concrete lift of both sides Tightly;
Step 5:Steel outer mold is proposed completely, and concrete upper surface is higher by caulking material 50mm~100mm.
Advantage for present invention is with effect:
A kind of high tenacity filleting waterstop for channel structure of the invention is webbed hard by high density polyethylene (HDPE) twigs of the chaste tree shape Formula water-permeable pipe, in the inside of body equipped with circular flexible porous tube, tube wall is by with flexible netted polythene material structure Into, therefore with certain deformability.Powdery swelling is filled with the space position of tube wall and tube wall and flexible porous tube Soil, plays closely knit, the effect of secondary antiseepage of filling, and one layer of tough and tensile filter paper is with outside tube wall, and spraying rapid hardening rubber is applied over filter The surface of paper and tube wall, the total for having wrapped up spraying rapid hardening rubber both has fixed shape, while one can be had Fixed toughness and deformability, product by spray rapid hardening rubber external coating continuous seamless wrap up can be connected with multistage to be formed compared with The band of the canal lining construction of the various section structures of adaptation long.Packing material of the present invention is inorganic material, is made Valency is not high, is easy to gather materials on the spot;The water sealing structure that filleting packing material is formed can well adapt to the deformation at expansion joint, this Plant composite to be formed by inorganic being combined with organic material, two kinds of main antiseepage materials play filleting sealing effect jointly, And inorganic material therein is more durable with more larger deformability, when organic material is intact, inorganic material plays filling, auxiliary Effect is helped, locally ineffective rear inorganic material can continue to play more permanent comprehensively and effectively sealing work in organic material With, and the defect that organic material failure brings is made up completely.Two component spray rapid hardening elastomeric material can be formed in 2 minutes it is fine and close, The seamless film of globality of homogeneous, average thickness 2mm~5mm high-elasticity high-ductility.This film has waterproof, anti-corrosion, resistance to The multifrequency nature such as salt, acidproof, alkaline-resisting, UV resistant, environmental protection;The characteristics of its is maximum is that tensile elongation can be kept to reach original There is the stretch performance of more than 9 times of size, while having larger bearing capacity, can not be punctured by sharp object.So that of the invention With larger deformability, the joint seal for being formed is tight, permanently effective.Be it is a kind of it is environmentally friendly, reusable, when Effect filleting filling hermetic seal band more long;Constructing operation of the present invention succinctly facilitates.
Brief description of the drawings
Fig. 1 is a kind of high tenacity filleting waterstop scheme of installation for channel structure described in embodiment 1;
Fig. 2 is a kind of high tenacity filleting waterstop scheme of installation for channel structure described in embodiment 2;
Fig. 3 is a kind of high tenacity filleting waterstop scheme of installation for channel structure described in embodiment 3;
Fig. 4 is a kind of high tenacity filleting waterstop scheme of installation for channel structure described in embodiment 4;
Fig. 5 is installation form, installs filleting waterstop, closed-cell foam plate, the view of plastic filler;
Fig. 6 is to be set in filleting waterstop, closed-cell foam plate, plasticity using fixation with steel wire waterstop or using steel outer mold The view in the outside of filler;
Fig. 7 is the view of casting concrete;
During Fig. 8 is casting process, the view of slow lifting steel outer mold;
Fig. 9 is the view for proposing steel outer mold completely;
Figure 10 is a kind of structural representation of high tenacity filleting waterstop for channel structure of the invention;
Figure 11 is filleting waterstop installation site in channel structure.
In figure:Structural joint 5, spraying rapid hardening rubber 6, filter paper 8, rigid water-permeable pipe 9, Powdered bentonite 10, flexible porous tube 11st, block rubber 12, closed-cell foam plate 13, plastic filler 14, template 15, steel wire 16, steel outer mold 17, releasing agent 18.
Specific embodiment
The invention will be further described below in conjunction with the accompanying drawings:
Embodiment 1:
As shown in Figure 10, a kind of high tenacity filleting waterstop for channel structure described in the present embodiment, includes rigid Water pipe 9, rigid water-permeable pipe is hollow pipe, and filter paper 8 and spraying rapid hardening rubber 6 are disposed with the outer wall of rigid water-permeable pipe 9.This Product can set one layer of waterproof packaging film during transport in outside, and waterproof packaging film is that one kind is lined with high-density polyethylene The wrapping paper of alkene film coating, with preferable water proofing property and toughness, plays the effect of protection against the tide.The top of rigid water-permeable pipe 9 is set There is block rubber 12, opened during easy access, internally water filling.Described spraying rapid hardening rubber is a kind of two component spray rapid hardening rubber Glue material, formed in 2 minutes when being sprayed through high pressure nozzle in specific hybrid chamber fine and close, homogeneous, average thickness 2mm~ The integral seamless film of the high-elasticity high-ductility of 5mm.This film has waterproof, anti-corrosion, salt tolerant, acidproof, alkaline-resisting, resistance to ultraviolet The multifrequency natures such as line, environmental protection, are the stretching, extension that tensile elongation can be kept to reach more than 9 times of original size the characteristics of its is maximum Performance, while having larger bearing capacity, can not be punctured by sharp object.Described filter paper is a kind of common filter of taupe Paper, with certain water penetration and toughness, mainly toughness is higher, is inside lining in outside rigid water-permeable pipe, plays provisional fixation The effect of Powdered bentonite.
Described rigid water-permeable pipe is that a kind of high-density polyethylene material is moulded by the one kind formed after high-temperature heating, sizing Material frame body.As shown in figure 1, its section is annular, described rigid water-permeable pipe is made up of the netted polythene material of high density , there can be certain deformability.Flexible porous tube can be set with according to service condition in described rigid water-permeable pipe 9 11。
Described Powdered bentonite is a kind of natural sodium bentonite, with stronger barrier performance.Dry powder is compacted shape There are high barrier properties under state, also there is preferable barrier performance after water swelling.
Described flexible porous tube is a kind of shaped article, is that inwall can be internal corrugated with permeable soft tubing, Typically it is made by steel wire ring and geotextiles, this pipeline has the effect of water-permeable and air permeable, can be chosen to install in this programme.I.e. Powdery sodium bentonite can be densely stuffed entirely with inside the tube wall of rigid water-permeable pipe;Flexible porous tube can also be installed In the hollow position of rigid water-permeable pipe, in the tube wall of rigid water-permeable pipe 9 and tube wall is filled with the gap of flexible porous tube Powdered bentonite 10.
Described end block rubber is a kind of vulcanie class material, and solid cylindrical is connected to rigid water-permeable pipe top, Turn into an entirety with rigid water-permeable pipe.If running into the serious situation of spraying rapid hardening rubber failure, can be on the top of block rubber Portion outputs an aperture, and to the inner space water filling of waterstop, bentonite plays a part of antiseepage after water filling;If spraying rapid hardening Rubber fails, and bentonite at spot failure locally expands, the further closely knit space at this of the extruding force of generation, while playing antiseepage Purpose, because water-filling pressure is general all less in channel, therefore spraying rapid hardening rubber will not be damaged substantially, even if local damage Bad, bentonite will play antiseepage effect.
The present embodiment is that by taking Concrete Lining of Canals joint treatment as an example, a kind of high tenacity filleting for channel structure stops The construction method of water band, comprises the following steps:
Step 1:As shown in Fig. 5,11, then filleting waterstop is fixed on predetermined expansion joint by installation form and releasing agent 18 Or at the structural joint position such as construction joint, then closed-cell foam plate 13, plastic filler 14 is installed, described plastic filler is polychlorostyrene Ethene clay or modified polyurethane encapsulant, described modified polyurethane encapsulant are PTN modified polyurethane sealing material Material or HBPU modified polyurethanes encapsulant or GB caulking materials.
Step 2:As shown in fig. 6, fixing filleting waterstop using steel wire 16 or being sleeved on using steel outer mold 17 embedding The outside of seam waterstop, closed-cell foam plate and plastic filler;Have between steel outer mold and closed-cell foam plate and plastic filler Certain gap, in concreting process, slow lifting steel outer mold, it is possible thereby to keep caulking material installation site Accurately, it is smooth vertical.Both sides concrete mortar uniformly applies pressure to caulking material both sides during lifting steel outer mold, so that Construction is set to become accurate, simple.
Step 3:As shown in fig. 7, casting concrete;
Step 4:As shown in figure 8, in casting process, slow lifting steel outer mold, by filleting during the concrete lift of both sides Material is uniformly clamped;
Step 5:As shown in figure 9, proposing steel outer mold completely, concrete upper surface is higher by caulking material 50mm~100mm.Support Form removal after shield, in order to reach more preferable using effect and obtain more preferable presentation quality, can select in structural joint both-side opening Brush one layer of spraying rapid hardening rubber of 2mm thickness in position.
Embodiment 2:
As shown in Fig. 2 a kind of cross section of the high tenacity filleting waterstop for channel structure described in the present embodiment is by one Individual annulus and two semicircles intersect composition, and two semicircles are located at the both sides of annulus, and remaining structure and construction method are with implementation Example 1.
Embodiment 3:
As shown in figure 3, a kind of cross section of the high tenacity filleting waterstop for channel structure described in the present embodiment is one Rectangle ring, remaining structure and construction method are with embodiment 1.
Embodiment 4:
As shown in figure 4, a kind of cross section of the high tenacity filleting waterstop for channel structure described in the present embodiment is by one Individual annulus and two rectangles composition, two rectangles are located at circular both sides, and remaining structure and construction method are with implementing Example 1.

Claims (6)

1. a kind of high tenacity filleting waterstop for channel structure, it is characterised in that:Rigid water-permeable pipe is included, it is rigid permeable It is hollow pipe to manage, and is pasted with filter paper, spraying rapid hardening rubber, rigid water-permeable pipe top on the outer wall of rigid water-permeable pipe successively from inside to outside End is provided with block rubber.
2. a kind of high tenacity filleting waterstop for channel structure according to claim 1, it is characterised in that:Described Rigid water-permeable pipe is made up of the netted polythene material of high density.
3. a kind of high tenacity filleting waterstop for channel structure according to claim 1, it is characterised in that:Described Flexible porous tube is set with rigid water-permeable pipe.
4. a kind of high tenacity filleting waterstop for channel structure according to claim 1, it is characterised in that:Described The tube wall of rigid water-permeable pipe is interior and tube wall is filled with Powdered bentonite with the gap of flexible porous tube.
5. a kind of high tenacity filleting waterstop for channel structure according to claim 1, it is characterised in that:Described Block rubber is solid cylindrical.
6. the construction method of a kind of high tenacity filleting waterstop for channel structure, it is characterised in that:Comprise the following steps:
Step 1:Installation form, filleting waterstop is fixed at predetermined structural joint position, is installed closed-cell foam plate, plasticity and is filled out Material;
Step 2:Filleting waterstop, closed-cell foam plate are sleeved on using fixation with steel wire filleting waterstop or using steel outer mold With the outside of plastic filler;
Step 3:Casting concrete;
Step 4:In casting process, slow lifting steel outer mold uniformly presss from both sides caulking material during the concrete lift of both sides Tightly;
Step 5:Steel outer mold is proposed completely, and concrete upper surface is higher by caulking material 50mm~100mm.
CN201710147776.XA 2017-03-14 2017-03-14 A kind of high tenacity filleting waterstop and its construction method for channel structure Pending CN106869084A (en)

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Application Number Priority Date Filing Date Title
CN201710147776.XA CN106869084A (en) 2017-03-14 2017-03-14 A kind of high tenacity filleting waterstop and its construction method for channel structure

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109989341A (en) * 2019-04-30 2019-07-09 南京博瑞吉工程技术有限公司 A kind of flexible water-tight device of bridge installation, its installation method and application based on super absorbent resin
CN112681257A (en) * 2020-12-25 2021-04-20 浙大城市学院 Construction method for prefabricating and assembling irrigation channel and pressing top of cast-in-place concrete
CN117621576A (en) * 2023-11-30 2024-03-01 中裕软管科技股份有限公司 Production process of coated water band and coated water band

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2538849Y (en) * 2002-04-11 2003-03-05 王恒涛 High-rigid permeable hose
CN2608587Y (en) * 2003-05-13 2004-03-31 郑远黎 Plastic or rubbe waterstop having slip casting pipe
CN2679240Y (en) * 2003-12-15 2005-02-16 西北农林科技大学 Channel seam waterstop
CN2718073Y (en) * 2004-06-25 2005-08-17 李树奎 Ejection rubber water plugging band
CN101701456A (en) * 2009-11-13 2010-05-05 中国水利水电科学研究院 Water conservancy project concrete member expansion joint or crack sealing-up and seepage-proofing method
CN101876184A (en) * 2010-06-23 2010-11-03 河北省第二建筑工程公司 Construction method of expansion joint of pool
CN103696396A (en) * 2013-11-25 2014-04-02 中国水利水电科学研究院 Water-seal structure with expansion joint and spraying and filling construction method for forming same
CN203960812U (en) * 2014-06-20 2014-11-26 北京中水科海利工程技术有限公司 Hydraulic concrete structure shrinkage joint embedded water stop band repair structure
CN205298875U (en) * 2015-12-09 2016-06-08 北京科欣空调配套设备有限公司 High temperature resistant fire prevention hose
CN105756101A (en) * 2016-03-01 2016-07-13 上海东方雨虹防水工程有限公司 Building basement, subway and tunnel expansion joint waterproof maintenance and irrigation filling construction method
CN105888247A (en) * 2016-04-26 2016-08-24 中国化学工程第三建设有限公司 Construction method for expansion joint of industrial pond
CN105980642A (en) * 2013-10-24 2016-09-28 Gcp应用科技公司 Anti-snaking swellable water-stops
CN105970880A (en) * 2016-05-30 2016-09-28 中建五局第三建设有限公司 Multi-channel waterproof fortification expansion joint structure and construction method thereof
CN106437789A (en) * 2016-11-16 2017-02-22 中国科学院武汉岩土力学研究所 Tunnel lining waterproof joint
CN206784325U (en) * 2017-03-14 2017-12-22 辽宁华三建设工程技术有限公司 A kind of high tenacity filleting waterstop for channel structure

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2538849Y (en) * 2002-04-11 2003-03-05 王恒涛 High-rigid permeable hose
CN2608587Y (en) * 2003-05-13 2004-03-31 郑远黎 Plastic or rubbe waterstop having slip casting pipe
CN2679240Y (en) * 2003-12-15 2005-02-16 西北农林科技大学 Channel seam waterstop
CN2718073Y (en) * 2004-06-25 2005-08-17 李树奎 Ejection rubber water plugging band
CN101701456A (en) * 2009-11-13 2010-05-05 中国水利水电科学研究院 Water conservancy project concrete member expansion joint or crack sealing-up and seepage-proofing method
CN101876184A (en) * 2010-06-23 2010-11-03 河北省第二建筑工程公司 Construction method of expansion joint of pool
CN105980642A (en) * 2013-10-24 2016-09-28 Gcp应用科技公司 Anti-snaking swellable water-stops
CN103696396A (en) * 2013-11-25 2014-04-02 中国水利水电科学研究院 Water-seal structure with expansion joint and spraying and filling construction method for forming same
CN203960812U (en) * 2014-06-20 2014-11-26 北京中水科海利工程技术有限公司 Hydraulic concrete structure shrinkage joint embedded water stop band repair structure
CN205298875U (en) * 2015-12-09 2016-06-08 北京科欣空调配套设备有限公司 High temperature resistant fire prevention hose
CN105756101A (en) * 2016-03-01 2016-07-13 上海东方雨虹防水工程有限公司 Building basement, subway and tunnel expansion joint waterproof maintenance and irrigation filling construction method
CN105888247A (en) * 2016-04-26 2016-08-24 中国化学工程第三建设有限公司 Construction method for expansion joint of industrial pond
CN105970880A (en) * 2016-05-30 2016-09-28 中建五局第三建设有限公司 Multi-channel waterproof fortification expansion joint structure and construction method thereof
CN106437789A (en) * 2016-11-16 2017-02-22 中国科学院武汉岩土力学研究所 Tunnel lining waterproof joint
CN206784325U (en) * 2017-03-14 2017-12-22 辽宁华三建设工程技术有限公司 A kind of high tenacity filleting waterstop for channel structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109989341A (en) * 2019-04-30 2019-07-09 南京博瑞吉工程技术有限公司 A kind of flexible water-tight device of bridge installation, its installation method and application based on super absorbent resin
CN112681257A (en) * 2020-12-25 2021-04-20 浙大城市学院 Construction method for prefabricating and assembling irrigation channel and pressing top of cast-in-place concrete
CN112681257B (en) * 2020-12-25 2022-02-25 浙大城市学院 Construction method for prefabricating and assembling irrigation channel and pressing top of cast-in-place concrete
CN117621576A (en) * 2023-11-30 2024-03-01 中裕软管科技股份有限公司 Production process of coated water band and coated water band
CN117621576B (en) * 2023-11-30 2024-08-06 中裕软管科技股份有限公司 Production process of coated water band and coated water band

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