CN106368239A - Water stop structure arranged at position of expansion joint of urban underground comprehensive pipe rack and construction method of water stop structure - Google Patents
Water stop structure arranged at position of expansion joint of urban underground comprehensive pipe rack and construction method of water stop structure Download PDFInfo
- Publication number
- CN106368239A CN106368239A CN201610998981.2A CN201610998981A CN106368239A CN 106368239 A CN106368239 A CN 106368239A CN 201610998981 A CN201610998981 A CN 201610998981A CN 106368239 A CN106368239 A CN 106368239A
- Authority
- CN
- China
- Prior art keywords
- water
- expansion joint
- piping lane
- water stop
- gutter
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
Abstract
The invention relates to a water stop structure arranged at the position of an expansion joint of an urban underground comprehensive pipe rack and a construction method of the water stop structure. The water stop structure comprises a rubber water stop belt and a drainage ditch. The rubber water stop belt is arranged at the position of the expansion joint of the pipe rack, and the drainage ditch is formed in one side of a pipe rack bottom plate in a pass length manner. The position, corresponding to the expansion joint, of a concrete top plate of the pipe rack is provided with a catch basin. The positions, corresponding to the expansion joint, of concrete walls on the two sides of the pipe rack are provided with leakage water diversion trenches correspondingly. V-shaped expansion joint buckle covers are arranged on the outer sides of the leakage water diversion trenches, a flow guiding pipe is arranged between each of the two ends of the catch basin and the corresponding leakage water diversion trench, water outlets are formed in the bottoms of the leakage water diversion trenches, and leakage water is drained into the drainage ditch through the water outlets via a pipe rack bottom plate structure. According to the water stop structure and the construction method of the water stop structure, a traditional blockage method is avoided while a guiding method is used for achieving the purpose of water stop, local materials are used, the construction method is simple and practicable, and the construction speed is high; meanwhile, the input cost is low, the effect is obvious, and a series of defects that the construction period is long, the task is heavy, cost is high, and repeated maintaining is needed are overcome, wherein the defects are caused by traditionally adopting the blockage as the main construction method.
Description
Technical field
The present invention relates to Urban Underground pipe gallery water leakage construction technology, specifically a kind of Urban Underground pipe gallery
Water sealing structure and its construction method at expansion joint.
Background technology
Underground pipe gallery refers to various to water supply, draining, electric power, telecommunications, optical cable, heating power, combustion gas etc. pipelines and its attached
Genus equipment is selectively concentrated and is placed within a larger piping lane (or pipe trench).Country is by this facility of pipe gallery
It is defined as the Important Action of Creative City infrastructure construction, the people's livelihood engineering that state key is supported is it is intended to crack long-term existence
Urban Underground infrastructure fall behind etc. outstanding problem.Pipe gallery has that bearing capacity is strong, service level is high, saves city soil
Ground resource, advocate green construction, reduce urban road excavate, save Underground Space Resource, improve city guard against disaster ability prominent
Advantage, not only extends pipeline long service life, and Maintenance and Repair expense is low, and efficient administration solves Urban Traffic Jam Based,
But also bring huge social benefit and environmental benefit.Therefore pipe gallery represents City Buried Pipeline construction and development
Direction, is one of mark of Municipal Infrastructure modernization.However, in many levels of ground water side higher, particularly having
The region following the line of the sea of silt mud geological condition complex distribution, even if be provided with rubber fastening band at concrete pipe gallery expansion joint
(or steel plate water stopper), but it is as the wriggling of underground mud, a large amount of vehicle dynamic load of earth's surface, the side of Adjacent Buildings generation
The each side combined factors such as differential settlement of pressure and structure affect, and all can cause different degrees of mistake at piping lane expansion joint
The phenomenons such as position, floating, waterstop drawing crack, lead to piping lane expansion joint leak, " Water Curtain Cave " phenomenon, to piping lane when serious
The various pipeline in the inside, pipeline bring potential safety hazard.
Content of the invention
Seepy question at above-mentioned piping lane expansion joint, the present invention provides and stops at a kind of Urban Underground pipe gallery expansion joint
Water-bound and its construction method, this water sealing structure takes guiding leak inside piping lane to reach sealing, and realizes without again
Excavate the purpose that piping lane does construction of waterproof layer again, water sealing structure material is drawn materials, and aspect, construction be simple, speed is fast, safety simultaneously
Reliable, cost-effective, effect is significant.
The present invention solves its technical problem and the technical scheme is that
Water sealing structure at a kind of Urban Underground pipe gallery expansion joint, including rubber fastening band, gutter, piping lane sets at expansion joint
Put rubber fastening band, piping lane base plate side elongated setting gutter；Setting collection at corresponding expansion joint on the concrete roof of piping lane
Tank, the both sides concrete wall of piping lane is respectively provided with percolating water guiding gutter, outside percolating water guiding gutter at corresponding expansion joint
Setting V-shaped expansion joint buckle closure, arranges mozzle between water leg two ends and percolating water guiding gutter, percolating water water conservancy diversion trench bottom is arranged
Discharge outlet, percolating water enters gutter by discharge outlet through piping lane base arrangement.
Further, described water leg is lifted on the concrete roof of piping lane by bracket.
Further, the concrete roof expansion joint both sides of piping lane are respectively provided with fluted, groove formation drip, top board
Percolating water drips from drip, comes together in water leg.
Further, the concrete wall expansion joint both sides of piping lane are respectively provided with fluted, and groove is built with water-swellable
Sealing rod, by forming sealing structure between water expandable waterstop and V-shaped expansion joint buckle closure.
At above-mentioned Urban Underground pipe gallery expansion joint, the construction method of water sealing structure, comprises the steps:
(1) make water leg or using matrix plastic channel as water leg with corrosion resistant plate, make bracket with angle steel, with stainless
Steel plate makes V-shaped expansion joint buckle closure, standby；
(2) concrete roof expansion joint both sides certain distance emery wheel or other cutting implements cutting twice groove formed similar
Drip in China Democratic National Construction Association, is easy to top board percolating water and drips from there, is unlikely to ooze and goes to outside；
(3) water leg is placed on bracket, then with setscrew, bracket and water leg thereon is fixed on concrete roof
At expansion joint, the percolating water on concrete roof is made to flow to water leg by drip；
(4) vertically elongated picking digs out a percolating water guiding gutter, then in concrete walls to correspond to expansion joint on concrete wall
Wall expansion joint both sides are respectively cut twice groove, place water expandable waterstop in groove；Again in concrete walls wall surface wall
Nail fixing V-shaped expansion joint buckle closure, and make V-shaped expansion joint buckle closure compression water expandable waterstop, form sealing；
(5) it is connected mozzle between water leg and percolating water guiding gutter；Cutting shallow draining together on the concrete floor of piping lane
Ditch, shallow gutter one end corresponds to percolating water guiding gutter bottom opening, and the other end extends to the gutter of piping lane base plate side；Or
Person, concrete floor is accomplished certain slope, so that the water that percolating water water conservancy diversion trench bottom seepage flow gets off is pooled in gutter, by arranging
Ditch flow to sump, finally the water in sump is excluded in time by intelligent system for monitoring.
Using the present invention of technique scheme, compared with prior art, its advantage is:
The method that present invention obviates traditional " blocking up ", and adopt " leading " to reach the purpose of sealing.Piping lane both sides concrete walls
Wall expansion joint percolating water by guiding gutter water conservancy diversion, at concrete roof expansion joint, collected by water leg and be guided to coagulation by percolating water
In guiding gutter on cob wall wall, two parts percolating water flows in land drain together, passes through to monitor intelligence after being pooled to sump
Can drainage system exclusion.The method not only gathers materials on the spot, simple, speed of application is fast, and input cost is relatively low, effect shows
Write.Avoid conventionally employed a series of long in time limit, the task brought with " blocking up " for main construction method again, costly, repeatedly to tie up
The defect such as repair.
Brief description
Fig. 1 is the Pipe rack schematic diagram of the embodiment of the present invention；
Fig. 2 is leakage water collecting and flow-guiding structure schematic diagram at concrete roof expansion joint；
Fig. 3 is a-a sectional view in Fig. 2；
Fig. 4 is leakage water collecting and flow-guiding structure schematic diagram at concrete wall expansion joint；
In figure: 1- concrete roof；2- concrete wall；3- concrete floor；4- gutter；5- water leg；6- bracket；7-
Setscrew；8- mozzle；9- rubber fastening band；10- drip；11-v type expansion joint buckle closure；12- percolating water guiding gutter；13-
Water expandable waterstop.
Specific embodiment
Below in conjunction with drawings and Examples in detail the present invention is described in detail, but the present embodiment does not constitute any restriction to the present invention.
Referring to Fig. 1, Fig. 2, Fig. 3, water sealing structure at a kind of Urban Underground pipe gallery expansion joint, arrange at piping lane expansion joint
Rubber fastening band 5, the elongated setting gutter 4 in concrete floor 3 side of piping lane；Corresponding flexible on the concrete roof 1 of piping lane
At seam by bracket 6, setscrew 7 lift water leg 5, top board expansion joint both sides be respectively provided with fluted, groove formed drip
Waterline 10, top board percolating water drips from drip 10, comes together in water leg 5；Corresponding flexible on the both sides concrete wall 2 of piping lane
It is respectively provided with percolating water guiding gutter 12, percolating water guiding gutter 12 outside setting V-shaped expansion joint buckle closure 11, wall expansion joint two at seam
Side be respectively provided with fluted, groove built with water expandable waterstop 13, by water expandable waterstop 13 and V-shaped expansion joint button
Form sealing structure between lid 11；Water leg 7 two ends arrange discharge outlet, connect percolating water water conservancy diversion by discharge outlet with mozzle 8
Groove 12, percolating water guiding gutter 12 bottom arranges discharge outlet；Cutting shallow gutter together, shallow draining on the concrete floor 3 of piping lane
Ditch one end corresponds to percolating water guiding gutter 12 bottom discharge mouth, and the other end extends to the gutter 3 of concrete floor 3 side, seepage
Water enters gutter 3 by shallow gutter.
The construction method of water sealing structure at above-mentioned Urban Underground pipe gallery expansion joint, is carried out in the steps below:
(1) adopt 3mm thickness corrosion resistant plate pre-production water leg 5, with angle steel pre-production bracket 6, with 3mm thickness, 500mm width
(concrete width and thickness visual practical situation depending on) corrosion resistant plate pre-production V-shaped expansion joint buckle closure 11, standby.
(2) cut twice width in the expansion joint both sides certain distance emery wheel of concrete roof 1 or other cutting implements
With depth about 10mm about groove, form the drip 10 in similar China Democratic National Construction Association, be easy to top board percolating water and drip from there, unlikely
Go to outside in oozing.
(3) water leg 5 is placed on bracket 6, then with setscrew 7, bracket 6 and water leg thereon 5 is fixed on mixed
At the expansion joint of solidifying soil top board 1, the percolating water on concrete roof 1 is made to flow to water leg 5 by drip 10.
(4) on concrete wall 2 corresponding expansion joint vertically elongated pick dig out a trapezoidal shape (deep 20 30mm, on
Bottom width 50mm, lower bottom width 80mm, concrete condition regards the practical situations such as water percolating capacity size) percolating water guiding gutter 12, then
It is respectively cut the groove of twice one fixed width and depth on the expansion joint both sides of concrete wall 2, in groove, place water-swellable
Sealing rod 13；Follow closely fixing V-shaped expansion joint buckle closure 11 on concrete wall 2 surface with wall again, and so that V-shaped expansion joint buckle closure 11 is compressed
Water expandable waterstop 13, forms sealing.
(5) it is connected mozzle 8 between water leg 7 and percolating water guiding gutter 12；One is cut on the concrete floor 3 of piping lane
The shallow gutter in road, shallow gutter one end corresponds to percolating water guiding gutter 12 bottom discharge mouth, and the other end extends to piping lane base plate side
Gutter 3, shallow gutter rustless steel makees cover plate and buckles, and makes the water that percolating water guiding gutter 12 bottom seepage flow gets off be pooled to row
In ditch 3, sump is flow to again by gutter 3, finally the water in sump is excluded in time by intelligent system for monitoring.This
Leak infiltration phenomenon at sample, the concrete roof 1 of piping lane and the expansion joint of concrete wall 2 has just obtained organized dredging
Lead, keep being in drying regime all the time inside piping lane.
The foregoing is only the preferably feasible embodiment of the present invention, not thereby limit to the interest field of the present invention,
The equivalent structure change that all utilization description of the invention and accompanying drawing content are made, is both contained within the interest field of the present invention.
Claims (5)
1. water sealing structure at a kind of Urban Underground pipe gallery expansion joint, including rubber fastening band, gutter, at piping lane expansion joint
Setting rubber fastening band, piping lane base plate side elongated setting gutter；It is characterized in that: on the concrete roof of piping lane, correspondence is stretched
At contracting seam, water leg is set, the both sides concrete wall of piping lane is respectively provided with percolating water guiding gutter, seepage at corresponding expansion joint
Setting V-shaped expansion joint buckle closure outside water guiding gutter, arranges mozzle between water leg two ends and percolating water guiding gutter, percolating water is led
Its bottom arranges discharge outlet, and percolating water enters gutter by discharge outlet through piping lane base arrangement.
2. at Urban Underground pipe gallery expansion joint according to claim 1 water sealing structure it is characterised in that: described collection
Tank is lifted on the concrete roof of piping lane by bracket.
3. at Urban Underground pipe gallery expansion joint according to claim 1 water sealing structure it is characterised in that: piping lane mixed
Solidifying soil top board expansion joint both sides are respectively provided with fluted, groove formation drip, and top board percolating water drips from drip, comes together in
Water leg.
4. at Urban Underground pipe gallery expansion joint according to claim 1 water sealing structure it is characterised in that: piping lane mixed
Solidifying cob wall wall expansion joint both sides be respectively provided with fluted, groove built with water expandable waterstop, by water expandable waterstop
Form sealing structure and the buckle closure of V-shaped expansion joint between.
5. at Urban Underground pipe gallery expansion joint described in a kind of any one of claim 1-4 water sealing structure construction method, its
It is characterised by, comprise the steps:
(1) make water leg or using matrix plastic channel as water leg with corrosion resistant plate, make bracket with angle steel, with stainless
Steel plate makes V-shaped expansion joint buckle closure, standby；
(2) concrete roof expansion joint both sides certain distance emery wheel or other cutting implements cutting twice groove formed similar
Drip in China Democratic National Construction Association, is easy to top board percolating water and drips from there, is unlikely to ooze and goes to outside；
(3) water leg is placed on bracket, then with setscrew, bracket and water leg thereon is fixed on concrete roof
At expansion joint, the percolating water on concrete roof is made to flow to water leg by drip；
(4) vertically elongated picking digs out a percolating water guiding gutter, then in concrete walls to correspond to expansion joint on concrete wall
Wall expansion joint both sides are respectively cut twice groove, place water expandable waterstop in groove；Again in concrete walls wall surface wall
Nail fixing V-shaped expansion joint buckle closure, and make V-shaped expansion joint buckle closure compression water expandable waterstop, form sealing；
(5) it is connected mozzle between water leg and percolating water guiding gutter；Cutting shallow draining together on the concrete floor of piping lane
Ditch, shallow gutter one end corresponds to percolating water guiding gutter bottom opening, and the other end extends to the gutter of piping lane base plate side；Or
Person, concrete floor is accomplished certain slope, so that the water that percolating water water conservancy diversion trench bottom seepage flow gets off is pooled in gutter, by arranging
Ditch flow to sump, finally the water in sump is excluded in time by intelligent system for monitoring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610998981.2A CN106368239B (en) | 2016-11-14 | 2016-11-14 | Water sealing structure and its construction method at Urban Underground pipe gallery expansion joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610998981.2A CN106368239B (en) | 2016-11-14 | 2016-11-14 | Water sealing structure and its construction method at Urban Underground pipe gallery expansion joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106368239A true CN106368239A (en) | 2017-02-01 |
| CN106368239B CN106368239B (en) | 2018-10-30 |
Family
ID=57894644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610998981.2A Active CN106368239B (en) | 2016-11-14 | 2016-11-14 | Water sealing structure and its construction method at Urban Underground pipe gallery expansion joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106368239B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836285A (en) * | 2017-03-30 | 2017-06-13 | 江苏建筑职业技术学院 | One kind guards waterproof construction based on architecture information underground pipe gallery |
| CN108612547A (en) * | 2018-06-30 | 2018-10-02 | 厦门防水博士建筑工程有限公司 | A kind of tunnel repair system with underground pipe gallery percolating water |
| CN110552367A (en) * | 2018-05-31 | 2019-12-10 | 中国二十冶集团有限公司 | Drainage method for comprehensive pipe gallery |
| CN112982496A (en) * | 2021-02-05 | 2021-06-18 | 天津城建大学 | Expansion joint composite structure of top plate of underground space building |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101307622A (en) * | 2008-06-30 | 2008-11-19 | 上海市城市建设设计研究院 | Water proof method for underground structure top board expansion joint also serving as urban roads base and the structure |
| KR20120022503A (en) * | 2010-11-30 | 2012-03-12 | 원하종합건설 주식회사 | Method of constructing underground structure using steel pipe loop structure employing a water drainage process and water drainage type underground structure constructed using the same |
| CN204174641U (en) * | 2014-09-11 | 2015-02-25 | 苏州工业园区设计研究院股份有限公司 | The attractive joint structure of ultra-long concrete component |
| CN104514230A (en) * | 2014-12-12 | 2015-04-15 | 苏州工业园区设计研究院股份有限公司 | Waterproof deformation joint of basement |
| CN204492031U (en) * | 2015-03-20 | 2015-07-22 | 江苏省华建建设股份有限公司 | The water proof structure of planted roof deformation joint |
| CN205476110U (en) * | 2016-03-15 | 2016-08-17 | 中建八局第一建设有限公司 | Driving roofing deformation joint structure |
-
2016
- 2016-11-14 CN CN201610998981.2A patent/CN106368239B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101307622A (en) * | 2008-06-30 | 2008-11-19 | 上海市城市建设设计研究院 | Water proof method for underground structure top board expansion joint also serving as urban roads base and the structure |
| KR20120022503A (en) * | 2010-11-30 | 2012-03-12 | 원하종합건설 주식회사 | Method of constructing underground structure using steel pipe loop structure employing a water drainage process and water drainage type underground structure constructed using the same |
| CN204174641U (en) * | 2014-09-11 | 2015-02-25 | 苏州工业园区设计研究院股份有限公司 | The attractive joint structure of ultra-long concrete component |
| CN104514230A (en) * | 2014-12-12 | 2015-04-15 | 苏州工业园区设计研究院股份有限公司 | Waterproof deformation joint of basement |
| CN204492031U (en) * | 2015-03-20 | 2015-07-22 | 江苏省华建建设股份有限公司 | The water proof structure of planted roof deformation joint |
| CN205476110U (en) * | 2016-03-15 | 2016-08-17 | 中建八局第一建设有限公司 | Driving roofing deformation joint structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836285A (en) * | 2017-03-30 | 2017-06-13 | 江苏建筑职业技术学院 | One kind guards waterproof construction based on architecture information underground pipe gallery |
| CN110552367A (en) * | 2018-05-31 | 2019-12-10 | 中国二十冶集团有限公司 | Drainage method for comprehensive pipe gallery |
| CN108612547A (en) * | 2018-06-30 | 2018-10-02 | 厦门防水博士建筑工程有限公司 | A kind of tunnel repair system with underground pipe gallery percolating water |
| CN112982496A (en) * | 2021-02-05 | 2021-06-18 | 天津城建大学 | Expansion joint composite structure of top plate of underground space building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106368239B (en) | 2018-10-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106836285B (en) | Building informatization-based underground pipe gallery monitoring waterproof structure | |
| CN106368239A (en) | Water stop structure arranged at position of expansion joint of urban underground comprehensive pipe rack and construction method of water stop structure | |
| CN203530996U (en) | Multi-well-point combined type precipitation facility | |
| CN108757027A (en) | Multi-functional lobby water system in a kind of tunnel | |
| CN204298837U (en) | Bright, dark drainage system | |
| CN102561501A (en) | Pressure pipeline leakage detection pipe ditch for collapsible loess regions | |
| CN110777880A (en) | Method for storing water by utilizing karst depression | |
| CN207331931U (en) | A kind of water seepage prevention floor drain | |
| CN203383316U (en) | Municipal solid waste sanitary landfill percolate leakage monitoring structure | |
| CN108755724A (en) | The external water drainage waterproof method of pipe gallery | |
| CN101812846B (en) | Drainage structure of upstream wall of shore type hydropower station workshop and construction method thereof | |
| CN114855846A (en) | Underground seepage-proofing pressure-reducing anti-floating blind pipe structure and construction method thereof | |
| CN210658412U (en) | Drainage system falls in drain bar suitable for large-scale foundation ditch | |
| CN204370519U (en) | A kind of domatic flowing water and road surface water of utilizing is as the tunnel fire protection system at water source | |
| CN210086182U (en) | General industrial solid waste storage and disposal site structure | |
| CN111501950A (en) | Drainage system for logistics transportation of underground pipe gallery | |
| CN208473931U (en) | A kind of percolating water ejectment structure for tunnel | |
| CN111501949A (en) | Underground pipe gallery drainage method for logistics transportation based on concealed pipes | |
| CN202139680U (en) | Drainage ditch for ash storage yard of power plant | |
| CN207484624U (en) | A kind of double-layer drainage pipe duct of rain sewage diversion | |
| CN212801597U (en) | Structure for preventing basement floor from leaking water | |
| CN208870083U (en) | A kind of Urban Underground pipe gallery drainage relief arrangement | |
| CN220202726U (en) | Automatic anti-floating dewatering and drainage system for basement | |
| CN215290378U (en) | Underground spring water taking structure | |
| CN218265153U (en) | Toilet with waterproof and drainage structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |