CN107938691A - A kind of guiding device and its construction method for obstructing outer wall of basement casing rain leakage - Google Patents
A kind of guiding device and its construction method for obstructing outer wall of basement casing rain leakage Download PDFInfo
- Publication number
- CN107938691A CN107938691A CN201711291652.5A CN201711291652A CN107938691A CN 107938691 A CN107938691 A CN 107938691A CN 201711291652 A CN201711291652 A CN 201711291652A CN 107938691 A CN107938691 A CN 107938691A
- Authority
- CN
- China
- Prior art keywords
- pipe well
- wall
- hole
- guiding device
- basement
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
-
- 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
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
-
- 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
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/125—Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the lining of the shaft
-
- 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
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The present invention provides a kind of guiding device and its construction method for obstructing outer wall of basement casing rain leakage, guiding device includes pipe well, the bottom lock of pipe well, pipe well is connected by the first through hole arranged on pipe well lower part with outer wall of basement casing, pipe well is connected by the second through hole arranged on pipe well lower part with drainpipe, drainpipe is connected with outer net drainage pipeline, and the height of the second through hole is less than the height of first through hole.Construction method includes：Bed course is poured into a mould, pipe well bottom ground is carried out and looks for slope；Build pipe well by laying bricks or stones, and first through hole and the second through hole are reserved in pipe well lower part；Outer wall of basement casing is connected with first through hole, drainpipe one end is connected with the second through hole, the other end is connected with outer net drainage pipeline.Rainwater sewage for leaking out to underground etc. effectively can be guided to outer net drainage pipeline by the guiding device, basement is penetrated into from rainwater, prevent basement article from making moist or soaking；This leads construction method materials easily, makes simply, easy for construction.
Description
Technical field
The invention belongs to civil construction technical field, more particularly, to a kind of barrier outer wall of basement casing rain leakage
Guiding device and its construction method.
Background technology
In building installation engineering, often need some pipelines and cable being pierced by from construction wall, and for protective conduit
With cable against wall pressure damage, wall bushing often is set in wall, pipeline and cable are pierced by from casing.In basement
During construction and installation, outer wall of basement casing has generally been laid in pipeline or cable, using flax silk and sealing material by the mouth of pipe
Closure, is then buried with soil.
But practice finds to soak by prolonged rainwater at exterior wall sleeve port, there is a situation where leak, seeps water,
Project construction quality is not only influenced, increases maintenance cost, makes rainwater by being leaked at the casing mouth of pipe in basement, so as to cause
Basement soaks, and brings loss.
The content of the invention
The problem to be solved in the present invention be to provide it is a kind of obstruct outer wall of basement casing rain leakage guiding device and its
Construction method, to elsewhere, will solve the leakage problems of long-time rainwater immersion by rainwater diversion herein, and ensure construction quality.
In order to solve the above technical problems, the technical solution adopted by the present invention is：One kind barrier outer wall of basement casing rainwater
The guiding device of leakage, including pipe well, the bottom lock of pipe well, pipe well pass through the first through hole and basement arranged on pipe well lower part
Outer wall sleeve connection, pipe well are connected by the second through hole arranged on pipe well lower part with drainpipe, drainpipe and outer net drainage pipeline
Connection, the height of the second through hole are less than the height of first through hole.
Preferably, the upper table of the bottom of pipe well is tilted towards the side equipped with the second through hole.
Preferably, the bottom angled gradient of pipe well is 1%-3%.
Preferably, the top of pipe well is equipped with cover board.
Preferably, pipe well is built into by shale brick.
Preferably, slope is looked in the bottom of pipe well using mattess, it is preferred that the bottom of pipe well uses C20 concrete grounds
Slope is looked in face.
Preferably, cover board is concrete prefabricated board, it is preferred that cover board is C20 concrete prefabricated boards.
It is a further object of the present invention to provide a kind of method for above-mentioned guiding device of constructing, including：
Step 1: cast bed course, carries out pipe well bottom ground and looks for slope；
Step 2: building pipe well by laying bricks or stones, and first through hole and the second through hole are reserved in pipe well lower part；
Step 3: outer wall of basement casing is connected with first through hole, drainpipe one end is connected with the second through hole, it is another
End is connected with outer net drainage pipeline.
Preferably, it is 1%-3% that the gradient on slope is looked on ground in step 1.
Preferably, ground looks for slope to look for slope using concrete in step 1.
The present invention has the advantages and positive effects of：
1. by guiding device construction on the outside of the outer wall of basement underground and after being connected with outer wall sleeve, will effectively can ooze
Leakage to the rainwater sewage of underground etc. is guided to outer net drainage pipeline, basement is penetrated into from rainwater, prevent basement article by
Tide or immersion；
2. the construction method materials of the guiding device are easy, make simply, it is easy for construction.
Brief description of the drawings
Fig. 1 is the Longitudinal cross section schematic of guiding device in embodiment.
Fig. 2 is the cross-sectional view of guiding device in embodiment.
In figure：
1st, pipe well 2, outer wall of basement casing 3, drainpipe
4th, through hole 5, through hole 6, cover board
Embodiment
The specific embodiment of the invention is described further below in conjunction with the accompanying drawings：
As shown in Figure 1, a kind of guiding device of barrier outer wall of basement casing rain leakage described in the present embodiment, including
Pipe well 1, the bottom lock of pipe well 1, pipe well 1 are connected by the through hole 4 arranged on 1 lower part of pipe well with outer wall of basement casing 2, pipe well
1 is connected by the through hole 5 arranged on 1 lower part of pipe well with drainpipe 3, and drainpipe 3 is connected with outer net drainage pipeline, the height of through hole 5
Less than the height of through hole 4.Guiding device is embedded in underground, outdoor wall sleeve outlet side located underground, the pipe in basement wall
Road and cable are pierced by exterior wall by outer wall sleeve 2, and enter pipe well 1, are pierced by pipe well 1 from the top exit of pipe well 1, connect with outer net
Connect, when the rainwater of exterior rainfall is permeated the ground by ground, into pipe well 1, the water accumulated in pipe well 1 is by highly relatively low drainpipe
3 are guided to outer net drainage pipeline, without flowing into basement through higher-height outer 2 one end of wall sleeve, thus, set the water conservancy diversion
Device can prevent rain leakage from, to basement, soaked article in basement.
In technical solution, it is preferred that the bottom of pipe well 1 is equipped with bottom surface guiding device, the upper table of 1 bottom of pipe well towards equipped with
The side of through hole 5 tilts, and can be guided in time to outer net drainage pipeline by the rainwater diversion leaked out in pipe well to through hole 5.
It is furthermore preferred that the gradient of the bottom of pipe well 1 is 1%-3%.
In technical solution, it is preferred that the top of pipe well 1 is equipped with cover board 6, and cover board 6 plays preliminary stop to the rainwater of leakage and makees
With can open cover board 6 when the connection of cable or pipeline is problematic in pipe well 1 and easily carry out maintenance.
In technical solution, it is preferred that the side wall of pipe well 1 is built into using shale brick, and shale brick intensity is high, keeps the temperature, heat-insulated effect
Fruit is good, and shale brick and traditional clay brick construction method are just the same, without additional any special construction facility, specific purpose tool.
In technical solution, it is preferred that slope is looked in the bottom of pipe well 1 using mattess, it is furthermore preferred that the bottom of pipe well 1
Slope is looked for using C20 mattess, the intensity of C20 concrete can meet the intensity requirement of the guiding device.
In technical solution, it is preferred that cover board 6 is concrete prefabricated board, it is furthermore preferred that cover board 1 is concrete prefabricated for C20
Plate.
By guiding device construction on the outside of the outer wall of basement underground and after be connected with outer wall sleeve, will effectively can leak
Rainwater sewage to underground etc. is guided to outer net drainage pipeline, basement is penetrated into from rainwater, prevents basement article from making moist
Or immersion；And guiding device materials are easy, make simply, it is easy for construction.
The construction method of the guiding device of the barrier outer wall of basement casing rain leakage includes：
Step 1: cast bed course, slope is looked in the bottom of pipe well 1 using C20 mattess, gradient 1%-3%, preferably
2%；
Step 2: build pipe well 1 by laying bricks or stones on the outside of outer wall of basement using shale brick, it is pre- in pipe well bottom when building pipe well 1 by laying bricks or stones
Through hole 4 and through hole 5 are stayed, the height of through hole 5 is less than the height of through hole 4；
Step 3: outer wall of basement casing 2 is connected with through hole 4, one end of drainpipe 3 is connected with through hole 5, the other end
It is connected with outer net drainage pipeline.
Step 4: precast concrete cover is installed on to the top of pipe well 1.
The construction method convenient material drawing, it is easy to operate, rainwater-collecting at outer wall of basement casing can be arrived using the method
In pipe well, outer net is drained to.
One embodiment of the present of invention is described in detail above, but the content is only the preferable implementation of the present invention
Example, it is impossible to be construed as limiting the practical range of the present invention.All all the changes and improvements for asking scope to be made according to the present invention etc.,
Should all still it belong within the patent covering scope of the present invention.
Claims (10)
- A kind of 1. guiding device for obstructing outer wall of basement casing rain leakage, it is characterised in that：Including pipe well, the pipe well Bottom lock, the pipe well are connected by the first through hole arranged on the pipe well lower part with outer wall of basement casing, the pipe well Connected by the second through hole arranged on the pipe well lower part with drainpipe, the drainpipe is connected with outer net drainage pipeline, described The height of second through hole is less than the height of the first through hole.
- 2. the guiding device of barrier outer wall of basement casing rain leakage according to claim 1, it is characterised in that：It is described The upper table of the bottom of pipe well is tilted towards the side equipped with second through hole.
- 3. the guiding device of barrier outer wall of basement casing rain leakage according to claim 2, it is characterised in that：It is described The bottom angled gradient of pipe well is 1%-3%.
- 4. according to the guiding device of any barrier outer wall of basement casing rain leakages of claim 1-3, its feature exists In：The top of the pipe well is equipped with cover board.
- 5. according to the guiding device of any barrier outer wall of basement casing rain leakages of claim 1-4, its feature exists In：The pipe well is built into by shale brick.
- 6. the guiding device of the barrier outer wall of basement casing rain leakage according to Claims 2 or 3, it is characterised in that： Slope is looked in the bottom of the pipe well using mattess, it is preferred that slope is looked in the bottom of the pipe well using C20 mattess.
- 7. the guiding device of barrier outer wall of basement casing rain leakage according to claim 4, it is characterised in that：It is described Cover board is concrete prefabricated board, it is preferred that the cover board is C20 concrete prefabricated boards.
- A kind of 8. side of the guiding device for the barrier outer wall of basement casing rain leakage constructed as described in claim 1-7 is any Method, it is characterised in that：Including：Step 1: cast bed course, carries out pipe well bottom ground and looks for slope；Step 2: building pipe well by laying bricks or stones, and the first through hole and second through hole are reserved in the pipe well lower part；Step 3: outer wall of basement casing is connected with the first through hole, drainpipe one end is connected with second through hole, The other end is connected with outer net drainage pipeline.
- 9. the method for the guiding device of construction barrier outer wall of basement casing rain leakage according to claim 8, it is special Sign is：It is 1%-3% that the gradient on slope is looked on ground described in step 1.
- 10. the method for the guiding device of construction barrier outer wall of basement casing rain leakage according to claim 8 or claim 9, It is characterized in that：Ground described in step 1 looks for slope to look for slope using concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711291652.5A CN107938691A (en) | 2017-12-08 | 2017-12-08 | A kind of guiding device and its construction method for obstructing outer wall of basement casing rain leakage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711291652.5A CN107938691A (en) | 2017-12-08 | 2017-12-08 | A kind of guiding device and its construction method for obstructing outer wall of basement casing rain leakage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107938691A true CN107938691A (en) | 2018-04-20 |
Family
ID=61945219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711291652.5A Pending CN107938691A (en) | 2017-12-08 | 2017-12-08 | A kind of guiding device and its construction method for obstructing outer wall of basement casing rain leakage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107938691A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487864A (en) * | 2018-11-16 | 2019-03-19 | 通号工程局集团有限公司 | A kind of architectural engineering basement anti-leakage structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1055030A (en) * | 1990-03-17 | 1991-10-02 | 鞍山钢铁公司 | A kind of water cut-off and leak blocking technique for wall cable sleeve |
| CN204258213U (en) * | 2014-12-03 | 2015-04-08 | 西安长庆科技工程有限责任公司 | A kind of cable trough structure through body of wall place |
| CN105951882A (en) * | 2016-05-31 | 2016-09-21 | 上海市政工程设计研究总院（集团）有限公司 | Waterproof cable receiving well |
| CN208266897U (en) * | 2017-12-08 | 2018-12-21 | 中冶天工集团天津有限公司 | A kind of guiding device obstructing outer wall of basement casing rain leakage |
-
2017
- 2017-12-08 CN CN201711291652.5A patent/CN107938691A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1055030A (en) * | 1990-03-17 | 1991-10-02 | 鞍山钢铁公司 | A kind of water cut-off and leak blocking technique for wall cable sleeve |
| CN204258213U (en) * | 2014-12-03 | 2015-04-08 | 西安长庆科技工程有限责任公司 | A kind of cable trough structure through body of wall place |
| CN105951882A (en) * | 2016-05-31 | 2016-09-21 | 上海市政工程设计研究总院（集团）有限公司 | Waterproof cable receiving well |
| CN208266897U (en) * | 2017-12-08 | 2018-12-21 | 中冶天工集团天津有限公司 | A kind of guiding device obstructing outer wall of basement casing rain leakage |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487864A (en) * | 2018-11-16 | 2019-03-19 | 通号工程局集团有限公司 | A kind of architectural engineering basement anti-leakage structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102797266B (en) | Well sealing waterproof construction method for dewatering well | |
| CN109488371B (en) | Waterproof system of full-enclosed waterproof station and dynamic setting and quantity-limiting drainage method | |
| CN103572808A (en) | Building toilet caisson waterproof device and construction method | |
| CN202730786U (en) | Well-sealing waterproof construction structure of dewatering well | |
| CN214885801U (en) | A slip casting leaking stoppage system for floor infiltration point | |
| CN103410318B (en) | Washroom pipe well water-leakage construction method | |
| CN105780792B (en) | A kind of foundation pit high water head Dewatering by pressure reduction well shut-in well method and structure of shunting in a well | |
| CN106368239A (en) | Water stop structure arranged at position of expansion joint of urban underground comprehensive pipe rack and construction method of water stop structure | |
| CN208266897U (en) | A kind of guiding device obstructing outer wall of basement casing rain leakage | |
| CN109339118A (en) | A kind of basement bottom board leakage-resistant device and construction method | |
| CN107938691A (en) | A kind of guiding device and its construction method for obstructing outer wall of basement casing rain leakage | |
| CN203307978U (en) | Double-floor-drain seepage prevention structure | |
| CN108677959A (en) | A kind of grouting tube and grouting construction method suitable for mortar depositing construction under the conditions of limited space | |
| CN202108045U (en) | Sleeve pipe with anchor rod penetrating through underground continuous wall | |
| CN106958240A (en) | Air-cushion type batch vacuum pipe well and apply its soft foundation Yield rainfall relation method | |
| CN208153058U (en) | It is a kind of for the discharge structure of tunnel inverted arch bottom underground water to be discharged | |
| CN108360573B (en) | Device for preventing post-cast strip of basement floor from leaking and construction method thereof | |
| CN114197508B (en) | Easy-to-seal water draining device, manufacturing method and using method thereof | |
| CN207003415U (en) | Air-cushion type batch vacuum pipe well | |
| CN112431989B (en) | Method for quickly repairing leakage of pipe orifice of PE (polyethylene) solid-wall drain pipe | |
| CN104060677B (en) | A kind of skyscraper has construction method and the composite floor drain used of floor drain between boiled water room | |
| CN201202121Y (en) | Foundation pit drainpipe net | |
| CN101812846B (en) | Drainage structure of upstream wall of shore type hydropower station workshop and construction method thereof | |
| CN208380086U (en) | A kind of toilet internal drainage standpipe through-flooring structure | |
| CN207987984U (en) | A kind of basement waterproofing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |