CN101372840A - Mounting method with detachable rubber water stop mounted inside - Google Patents
Mounting method with detachable rubber water stop mounted inside Download PDFInfo
- Publication number
- CN101372840A CN101372840A CNA2007100451148A CN200710045114A CN101372840A CN 101372840 A CN101372840 A CN 101372840A CN A2007100451148 A CNA2007100451148 A CN A2007100451148A CN 200710045114 A CN200710045114 A CN 200710045114A CN 101372840 A CN101372840 A CN 101372840A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- concrete
- bottom steel
- water stop
- rubber
- 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.)
- Granted
Links
- 229920001971 elastomer Polymers 0.000 title claims abstract description 50
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 39
- 238000000034 method Methods 0.000 title claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 53
- 239000010959 steel Substances 0.000 claims abstract description 53
- 238000003466 welding Methods 0.000 claims abstract description 15
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 11
- 229920001021 polysulfide Polymers 0.000 claims abstract description 10
- 239000005077 polysulfide Substances 0.000 claims abstract description 10
- 150000008117 polysulfides Polymers 0.000 claims abstract description 10
- 239000003822 epoxy resin Substances 0.000 claims abstract description 9
- 229920000647 polyepoxide Polymers 0.000 claims abstract description 9
- 239000011248 coating agent Substances 0.000 claims abstract description 4
- 238000000576 coating method Methods 0.000 claims abstract description 4
- 230000007246 mechanism Effects 0.000 claims abstract description 3
- 238000004080 punching Methods 0.000 claims abstract description 3
- 238000003825 pressing Methods 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 3
- 229920002635 polyurethane Polymers 0.000 claims description 3
- 239000004814 polyurethane Substances 0.000 claims description 3
- 239000004793 Polystyrene Substances 0.000 claims 1
- 229920002223 polystyrene Polymers 0.000 claims 1
- 230000000903 blocking effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 238000007569 slipcasting Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 230000035515 penetration Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 229920006389 polyphenyl polymer Polymers 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229920006333 epoxy cement Polymers 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
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Abstract
The invention discloses a mounting method for an in-built detachable rubber water stop tie, mainly comprising the following steps: fixing a bottom steel plate respectively to the concrete at the two sides of a settlement joint via expansion bolt mechanisms or in the way of welding the steel plate with the inner reinforcing steel bars of the concrete; blocking the gap between the bottom steel plate and the concrete with epoxide resin slip-casting; coating polysulfide rubber on the surface of the settlement joint and the surface of the bottom steel plate; mounting the rubber water stop tie on the bottom steel plate; mounting an upper steel pressure plate and fixing the plate with the rubber water stop tie. The bottom steel plate can be fixed by means of chiseling the concrete until the reinforcing steel bars are exposed and then welding the bottom steel plate to the reinforcing steel bars, or of punching the concrete without reinforcing steel bars, injecting epoxide resin into the punched holes, fixing the expansion bolts in the holes, welding the bottom steel plate to the expansion bolts and at last welding all gaps between the expansion bolts and the bottom steel plate. The mounting method for an in-built detachable rubber water stop tie of the invention has good effect on preventing water seepage and is reliable in mounting the rubber water stop tie, and the mounted rubber water stop tie is easy to replace.
Description
Technical Field
The invention relates to the field of constructional engineering, in particular to a method for installing a rubber water stop for a settlement joint of a building.
Background
The settlement joint between buildings is easy to cause water seepage, and water is generally prevented by embedding a rubber water stop belt in the settlement joint. When the embedded water stop is damaged due to various reasons and causes seam water seepage, the embedded water stop needs to be repaired, and a rubber water stop needs to be installed on the inner surface of the structure again for water prevention.
The general maintenance construction process is to stick the rubber water stop belt to the surface of concrete directly, and then to add a steel pressing plate on the surface, and to screw it up with expansion bolt. Because the surface of the concrete seems to be flat, but actually is not flat, the rubber water stop cannot be completely attached to the concrete, and a gap exists between the rubber water stop and the concrete, so that water leakage is caused, and the aim of completely blocking water cannot be achieved.
Therefore, a new installation method is needed to make the rubber waterstop more resistant to water penetration.
Disclosure of Invention
The invention aims to provide an installation method of a built-in detachable rubber waterstop, which can effectively fasten and seal the rubber waterstop and solve the problem that water leakage can occur after the rubber waterstop is installed.
The method is realized by the following technical scheme:
the construction process features that the bottom steel plate is installed to the surface of concrete, the rubber water stop band is fastened by the bottom steel plate and the upper and lower steel pressing plates, and polysulfide rubber is painted between them. Therefore, the rubber water stop can be effectively fastened and sealed, and the phenomenon that water leakage occurs after the rubber water stop is installed is solved.
The installation and construction process of the built-in detachable rubber waterstop is as follows:
respectively fixing the bottom steel plate on the concrete at two sides of the settlement joint through an expansion bolt mechanism or in a mode of welding with a steel bar in the concrete, and plugging a gap between the bottom steel plate and the concrete by epoxy resin grouting; coating polysulfide rubber on the surface of the settlement joint and the surface of the bottom steel plate, and installing a rubber water stop on the bottom steel plate coated with the polysulfide rubber; and installing an upper steel pressing plate and pressing and fixing the rubber water stop and the upper steel pressing plate by fastening nuts.
The method for fixing the bottom steel plate can be as follows:
(1) chiseling the concrete until the reinforcing steel bars are exposed, and welding the bottom steel plate on the reinforcing steel bars;
or,
(2) punching a hole in the concrete without the steel bar, filling epoxy resin into the hole, and fixing the expansion bolt in the hole; and then, welding and fixing the bottom steel plate on the expansion bolts, and welding and sealing all gaps between the expansion bolts and the bottom steel plate.
In addition, before the polysulfide rubber is coated, water-soluble polyurethane grouting, leakage-stopping quick cement and polyphenyl plastic filler are sequentially injected into the settlement joint.
And fixing the rubber water stop belt and the upper steel plate by using bolts or expansion bolts.
If the rubber water stop is to be replaced, the upper steel pressing plate is detached, the old rubber water stop is taken down, the new rubber water stop is replaced, and the upper steel pressing plate is installed and fixed.
Compared with the prior construction process, the installation method of the built-in detachable rubber waterstop has the characteristic of good water penetration prevention effect, and the rubber waterstop is firmly installed and can be conveniently replaced.
Drawings
FIG. 1 is a schematic view showing the installation of a built-in detachable rubber water stop
1-concrete, 2-settlement joint, 3-polysulfide rubber, 4-rubber waterstop, 5-bottom steel plate, 6-upper pressing steel plate, 7-bolt, 8-expansion bolt, 9-fastening nut, 11-epoxy resin grouting, 12-reinforcing steel bar, 13-hole and 14-epoxy resin cement
Detailed Description
There are reinforcing bars in the concrete on the left side of the settlement joint 2 and no reinforcing bars in the concrete on the right side.
Firstly, water-soluble polyurethane grouting, leakage stoppage double-quick cement and polyphenyl plastic filler are sequentially injected into the settlement joint 2.
Chiseling the concrete on the left side of the settlement joint until the reinforcing steel bars 12 are exposed, and welding the bottom steel plate 5 on the reinforcing steel bars;
if no steel bar is in the concrete on the right side of the settlement joint, a hole 13 is drilled in the concrete, and epoxy cement 14 is filled in the hole to fix the expansion bolt 8. And fixedly welding the bottom steel plate on the expansion bolts, and welding and sealing all gaps between the expansion bolts and the bottom steel plate.
And (3) sealing the gap between the bottom steel plate and the concrete by using epoxy resin grouting 11, and coating polysulfide rubber on the surface of the bottom steel plate and the surface of the joint.
Then the rubber waterstop is arranged on the bottom steel plates at two sides, and then the upper steel pressing plate is arranged. The bolts 7 and the fastening nuts 9 on the left side and the expansion bolts 8 and the fastening nuts 9 on the right side are tightened to fix the rubber water stop and the upper steel pressure plate.
Claims (4)
1. The installation method of the built-in detachable rubber waterstop is characterized by comprising the following steps:
respectively fixing the bottom steel plate on the concrete at two sides of the settlement joint through an expansion bolt mechanism or in a mode of welding with a steel bar in the concrete, and plugging a gap between the bottom steel plate and the concrete by epoxy resin grouting;
coating polysulfide rubber on the surface of the settlement joint and the surface of the bottom steel plate, and installing a rubber water stop on the bottom steel plate coated with the polysulfide rubber; and installing an upper steel pressing plate and pressing and fixing the rubber water stop and the upper steel pressing plate by fastening nuts.
2. The method of installing a built-in detachable rubber waterstop of claim 1, wherein the bottom steel plate is fixed to the concrete on both sides of the settlement joint by: and chiseling the concrete until the reinforcing steel bars are exposed, and welding the bottom steel plate on the reinforcing steel bars.
3. The method of installing a built-in detachable rubber waterstop of claim 1, wherein the bottom steel plate is fixed to the concrete on both sides of the settlement joint by: punching a hole in the concrete without the steel bar, filling epoxy resin into the hole, and fixing the expansion bolt in the hole; and welding and fixing the bottom steel plate on the expansion bolts, and welding and sealing all gaps between the expansion bolts and the bottom steel plate.
4. The method of installing a built-in detachable rubber waterstop according to claim 1, wherein before the polysulfide rubber is applied, water-soluble polyurethane grouting, double quick plugging cement and polystyrene filler are sequentially injected into the settlement joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710045114 CN101372840B (en) | 2007-08-21 | 2007-08-21 | Mounting method with detachable rubber water stop mounted inside |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710045114 CN101372840B (en) | 2007-08-21 | 2007-08-21 | Mounting method with detachable rubber water stop mounted inside |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101372840A true CN101372840A (en) | 2009-02-25 |
| CN101372840B CN101372840B (en) | 2012-01-25 |
Family
ID=40447195
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200710045114 Expired - Fee Related CN101372840B (en) | 2007-08-21 | 2007-08-21 | Mounting method with detachable rubber water stop mounted inside |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101372840B (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831961A (en) * | 2010-05-20 | 2010-09-15 | 云南工程建设总承包公司 | Method for flexible connection of concrete and water stop processing |
| CN103074905A (en) * | 2012-12-17 | 2013-05-01 | 江苏省城市规划设计研究院 | Rear replaceable type waterproof device for deformation joint of basement and installation method thereof |
| CN103410229A (en) * | 2013-08-30 | 2013-11-27 | 安徽金科橡塑制品有限公司 | Steel strip and rubber waterstop fixed connection production method |
| CN103924693A (en) * | 2014-04-29 | 2014-07-16 | 中铁四局集团第三建设有限公司 | Ultrathin reinforced concrete pond groove deformation joint water stop structure and construction method thereof |
| CN104712145A (en) * | 2015-02-16 | 2015-06-17 | 中交第二航务工程局有限公司 | Grouting method for middle embedded grouting water stop belt |
| CN107083991A (en) * | 2012-09-06 | 2017-08-22 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of the open ventilation section flood control water-retaining structure in tunnel |
| CN108018884A (en) * | 2017-12-22 | 2018-05-11 | 江苏开放大学 | A kind of Novel underground sedimentation crack structure and its construction method |
| CN109736457A (en) * | 2019-02-25 | 2019-05-10 | 中国葛洲坝集团第一工程有限公司 | A kind of double-faced waterproofing structure and processing method for pond pond body construction joint seepage treatment |
| CN113339008A (en) * | 2021-06-17 | 2021-09-03 | 中铁建大桥工程局集团第六工程有限公司 | Method for installing subway deformation joint water-stopping steel plate with rear side plugging on back surface |
| CN113802451A (en) * | 2021-09-18 | 2021-12-17 | 中交第二公路勘察设计研究院有限公司 | Steel-concrete combined node structure and construction method |
| CN113957863A (en) * | 2021-09-18 | 2022-01-21 | 中国水利水电第六工程局有限公司 | Quick block structure of diversion tunnel |
| CN114960774A (en) * | 2022-05-13 | 2022-08-30 | 中建八局第二建设有限公司 | Waterproof structure for bottom plate settlement joint and construction method thereof |
-
2007
- 2007-08-21 CN CN 200710045114 patent/CN101372840B/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831961A (en) * | 2010-05-20 | 2010-09-15 | 云南工程建设总承包公司 | Method for flexible connection of concrete and water stop processing |
| CN107083991A (en) * | 2012-09-06 | 2017-08-22 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of the open ventilation section flood control water-retaining structure in tunnel |
| CN103074905A (en) * | 2012-12-17 | 2013-05-01 | 江苏省城市规划设计研究院 | Rear replaceable type waterproof device for deformation joint of basement and installation method thereof |
| CN103410229A (en) * | 2013-08-30 | 2013-11-27 | 安徽金科橡塑制品有限公司 | Steel strip and rubber waterstop fixed connection production method |
| CN103924693A (en) * | 2014-04-29 | 2014-07-16 | 中铁四局集团第三建设有限公司 | Ultrathin reinforced concrete pond groove deformation joint water stop structure and construction method thereof |
| CN104712145A (en) * | 2015-02-16 | 2015-06-17 | 中交第二航务工程局有限公司 | Grouting method for middle embedded grouting water stop belt |
| CN108018884A (en) * | 2017-12-22 | 2018-05-11 | 江苏开放大学 | A kind of Novel underground sedimentation crack structure and its construction method |
| CN108018884B (en) * | 2017-12-22 | 2023-08-08 | 江苏开放大学 | Underground settlement joint structure and construction method thereof |
| CN109736457A (en) * | 2019-02-25 | 2019-05-10 | 中国葛洲坝集团第一工程有限公司 | A kind of double-faced waterproofing structure and processing method for pond pond body construction joint seepage treatment |
| CN113339008A (en) * | 2021-06-17 | 2021-09-03 | 中铁建大桥工程局集团第六工程有限公司 | Method for installing subway deformation joint water-stopping steel plate with rear side plugging on back surface |
| CN113802451A (en) * | 2021-09-18 | 2021-12-17 | 中交第二公路勘察设计研究院有限公司 | Steel-concrete combined node structure and construction method |
| CN113957863A (en) * | 2021-09-18 | 2022-01-21 | 中国水利水电第六工程局有限公司 | Quick block structure of diversion tunnel |
| CN114960774A (en) * | 2022-05-13 | 2022-08-30 | 中建八局第二建设有限公司 | Waterproof structure for bottom plate settlement joint and construction method thereof |
| CN114960774B (en) * | 2022-05-13 | 2024-07-09 | 中建八局第二建设有限公司 | Waterproof structure for bottom plate settlement joint and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101372840B (en) | 2012-01-25 |
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| 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 | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI CONSTRUCTION SCIENCE RESEARCH INST. Free format text: FORMER OWNER: SHANGHAI BUILDING SCIENCE RESEARCH INSTITUTE CO., LTD. Effective date: 20130918 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20130918 Address after: 200032 Shanghai city Xuhui District Wanping Road No. 75 first floor Patentee after: Shanghai Construction Science Research Inst. Address before: 200032 Shanghai city Xuhui District Wanping Road No. 75 Patentee before: Shanghai Research Institute of Building Sciences (Group) Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120125 Termination date: 20160821 |
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| CF01 | Termination of patent right due to non-payment of annual fee |