CN1053245C - Inner repair technology method for reinforced concrete culvert and channel water-blocking belt - Google Patents
Inner repair technology method for reinforced concrete culvert and channel water-blocking belt Download PDFInfo
- Publication number
- CN1053245C CN1053245C CN 94114061 CN94114061A CN1053245C CN 1053245 C CN1053245 C CN 1053245C CN 94114061 CN94114061 CN 94114061 CN 94114061 A CN94114061 A CN 94114061A CN 1053245 C CN1053245 C CN 1053245C
- Authority
- CN
- China
- Prior art keywords
- water
- stopping
- present
- canal
- reinforced concrete
- Prior art date
- 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.)
- Expired - Fee Related
Links
Abstract
The present invention discloses an inner repair technical method for water stopping belts of reinforced concrete channels. The method comprises the following steps of closing a gate, pumping water, removing mud, stopping leakage and water by flexible materials to keep flexible connection among sections, sealing seams by expansion rubber, flattening quickly-dried cement, and installing a semicircular rubber water stopping belt and a protecting layer, and the semicircular structure can permit a channel to bear a large settling amount. The present invention changes the traditional outer repair method, the ground does not need to be excavated, the repairing quality of the circumference of the channel is completely consistent, the leakage stopping effect is reliable, and the service life is extended. The present invention is suitable for water conservancy, national defense, electric power, environmental protection, personal protection and municipal engineering.
Description
The present invention relates to hydraulic engineering, belong to the culvert and channel water-blocking belt service technique especially.
Usually containing when canal or ejectment water channel road are built all is to adopt the ground excavation, and concrete structure is laid with burying, the different parts interface of containing canal and channel section with section between interface be rubber fastening band and connect.Day, ground generation differential settlement caused the rubber fastening band of interface to break, and misplaces between channel section and the section long afterwards, and the interface position earth that has is dashed empty by water, emit outside the culvert canal leaks in a large number.General method of repairing is to adopt the method for dispatching workers to do on-site repairs promptly to excavate ground, clear mud, and grout off, after the method but this dispatches workers to do on-site repairs, weak point were to excavate ground, the soil body was loosening, causes containing further sedimentation of canal or inclination.Simultaneously, built concrete foundation, leaked so can't repair culvert canal bottom owing to containing canal connection seam bottom.
The purpose of this invention is to provide a kind of steel concrete and contain the maintenance construction method of canal.One of its purpose is to make intersegmental connection flexible material, and handling flexibly can be born big differential settlement.Two of its purpose can find to contain inner other position hidden danger of canal.Three of its purpose is that repairing quality is in full accord around making the culvert canal.
Technical scheme of the present invention is to realize like this; the step of maintenance construction method comprises mud, grout off clearly; the main points of its step are: the envelope lock, draw water, clear mud, cleaning slit, surfacing, flexible material leak stopping, expanded rubber joint seal, efficient quick hardening cement is repaired and the leveling dislocation; coating adhesive, installation rubber fastening band are installed topping, waterstop two side seal mouths.
The shape of rubber fastening band is identical with the topping shape, is semicircle, can allows to contain canal bigger settling amount is arranged.
The present invention adopts inner repair technology method, has changed traditional method of dispatching workers to do on-site repairs, the ground bin need excavate and around containing in the canal repairing quality all can reach in full accord.Contain canal and press greater than amending the law outward in bearing, repairing effect is improved greatly, prolonged culvert canal application life.Adopt flexible material and handling flexibly leak stopping sealing reliability height, can allow to contain canal has bigger settling amount.
The invention will be further described below with reference to the accompanying drawing illustrated embodiment.
Fig. 1 is the present invention's generalized section of constructing.
Among Fig. 1, contain canal reinforced concrete structure 1, former rubber fastening band 2, waterstop section for rupturing among the figure.Flexible material 3 leak stopping.Flexible material is polyurethane or rubber fastening band.With the flexible material leak stopping higher tension and impact strength are arranged, good elongation per unit length and leak stopping performance are arranged.Make to contain still can keep flexible between canal section and the section and connect, improved culvert canal integral body leak-stopping performance, avoid the harm of differential settlement.Expanded rubber 4 joint seals, volume expansion behind the chance water reaches stagnant water effect preferably.With quick hardening cement 5 mending concrete breakages and leveling dislocation position, make surfacing, good seal performance.Template can be set, beat hole for the expansion bolt, the fixed expansion bolt.Coating adhesive 6 conforms to concrete and rubber fastening band on concrete surface.Rubber fastening band 7 and topping 8 are installed then, promptly are installed on the expansion bolt and fix, also can expansion bolt be set, fix with cementing agent.Topping 8 can be a stainless sheet steel, also can coagulate or epoxy resin and glass fabric with cyanogen.Waterstop 7 and topping 8 be shaped as semicircular structure, when containing canal and produce sedimentation again, can bear bigger settling amount, two sides of waterstop are flattened after with quick hardening cement 5 joint seals.
The present invention is applicable to hydraulic engineering, defence construction, power engineering, environmental protection, people's air defense and municipal engineering.
Claims (3)
1, a kind of steel concrete is contained the maintenance construction method of canal; its step: comprise mud, grout off clearly, it is characterized in that sealing lock, draw water, clear up the slit, surfacing, flexible material leak stopping, expanded rubber joint seal, efficient quick hardening cement is repaired and leveling dislocation, coating adhesive, installation rubber fastening band, topping, waterstop two side seal mouths are installed.
2. maintenance construction method according to claim 1 is characterized in that the shape of rubber fastening band is identical with the topping shape, is semicircle.
3. maintenance construction method according to claim 1 is characterized in that flexible material is polyurethane or rubber fastening band.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 94114061 CN1053245C (en) | 1994-12-28 | 1994-12-28 | Inner repair technology method for reinforced concrete culvert and channel water-blocking belt |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 94114061 CN1053245C (en) | 1994-12-28 | 1994-12-28 | Inner repair technology method for reinforced concrete culvert and channel water-blocking belt |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1125802A CN1125802A (en) | 1996-07-03 |
CN1053245C true CN1053245C (en) | 2000-06-07 |
Family
ID=5037015
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 94114061 Expired - Fee Related CN1053245C (en) | 1994-12-28 | 1994-12-28 | Inner repair technology method for reinforced concrete culvert and channel water-blocking belt |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN1053245C (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104060576B (en) * | 2014-06-20 | 2016-08-24 | 北京中水科海利工程技术有限公司 | Concrete for hydraulic structure member expansion joint waterstop repairs attachment structure and method for repairing and connecting |
CN109235504A (en) * | 2018-09-04 | 2019-01-18 | 中国十九冶集团有限公司 | A kind of waterproof structure for deformation seams and deformation joint method for repairing and mending |
-
1994
- 1994-12-28 CN CN 94114061 patent/CN1053245C/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
CN1125802A (en) | 1996-07-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106149764B (en) | A kind of precast assembly pipe gallery bell and spigot waterproof construction | |
CN210263442U (en) | Deformation joint leakage repair structure | |
CN107816117A (en) | A kind of large-scale pressure current box culvert is not cut off the water outer restorative procedure | |
CN107763362A (en) | Interior piston ring method pipe joint method for repairing and constructing | |
CN1053245C (en) | Inner repair technology method for reinforced concrete culvert and channel water-blocking belt | |
CN112081607B (en) | Tunnel primary support and waterproof and drainage combined system and construction method | |
CN212835461U (en) | A geotechnique wash-out pipe for excavation supporting | |
CN218177239U (en) | Deformation joint water inrush soil body restoration structure | |
CN212273415U (en) | Trenchless pipeline is restoreed and is used interior bushing pipe | |
CN214662574U (en) | Wall bushing sealing structure | |
CN106638694A (en) | On-site molded lining inspection well structure and repair method | |
CN206368438U (en) | A kind of deformation joint structure of building | |
CN113063052A (en) | Pipeline lining grouting repair method | |
CN216843678U (en) | Leakage repairing device for repairing cement pipe body | |
KR20020046613A (en) | Method for Underground constrution outside waterproofing in limited space | |
CN219261034U (en) | Can have enough to meet need deep basal pit gushing water and gushing sand drainage device | |
CN213417825U (en) | Anti-seepage leaking stoppage construction structure based on deep foundation pit | |
CN217896571U (en) | Water delivery pressure pipeline exhaust valve well | |
CN215718801U (en) | High pressure water delivery tunnel composite lining structure | |
CN218713277U (en) | Waterproof and anti-irrigation underground pipe ditch structure | |
CN209907431U (en) | Bury formula rubber waterstop steel sheet connecting piece in utility tunnel is used | |
CN216078661U (en) | Cement PE composite pipe | |
CN214618492U (en) | Pipeline structure repaired through non-excavation | |
CN215071572U (en) | Electric power protection tube buckling tube | |
CN218374057U (en) | Cast-in-place piping lane expansion joint rubber waterstop |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20000607 Termination date: 20131228 |