CN204298860U - Lid digs the inverse side wall construction joint waterproofing node that does and constructs - Google Patents
Lid digs the inverse side wall construction joint waterproofing node that does and constructs Download PDFInfo
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- CN204298860U CN204298860U CN201420644031.6U CN201420644031U CN204298860U CN 204298860 U CN204298860 U CN 204298860U CN 201420644031 U CN201420644031 U CN 201420644031U CN 204298860 U CN204298860 U CN 204298860U
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- China
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- side wall
- construction joint
- wall face
- stop
- grouting pipe
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Abstract
The utility model provides a kind of lid and digs against doing side wall construction joint waterproofing node structure, comprising: top board structure; The side wall be connected with the bottom surface of described top board structure is stopped shoulder structure, comprises side wall and to stop shoulder body, along described side wall stop shoulder body edge, abutment wall face and cross the sealing layer in described abutment wall face, and be located at the Grouting Pipe at middle part in described abutment wall face.Beneficial effect is: stopped by the side wall connected the bottom surface of upper strata top board structure and take on process, and side wall stop shoulder structure abutment wall face water-stop glue and Grouting Pipe are set, make the construction joint processed of the present utility model effectively can strengthen waterproof effect, once there is percolating water phenomenon, also can carry out slip casting by Grouting Pipe and carry out sealing, ensure that the waterproof effect of construction joint.
Description
Technical field
The utility model belongs to the realm of building construction, and particularly one lid digs against doing side wall construction joint waterproofing node structure.
Background technology
At present, lid digs is used widely against doing construction method: first construction makes structure roof, then the negative layer soil body of lid digging structure, the negative one deck base plate of construction and side wall in order, lid digging structure bears two layer soil bodies, in order the negative two layers of base plate of construction and side wall, and the rest may be inferred.Because of structure construction from top to bottom, side wall construction joint concrete is not easily closely knit, easily occurs the situation of percolating water, affects the safe handling of structure.
Utility model content
For overcoming the defect existing for prior art, the purpose of this utility model is that providing a kind of lid to dig the inverse side wall construction joint waterproofing node that does constructs, solve and carry out in structure construction from top to bottom, side wall construction joint concrete is not easily closely knit, easily there is the situation of percolating water, affect the problems such as the safe handling of structure.
A kind of lid digs the inverse side wall construction joint waterproofing node that does and constructs, comprise: upper strata top board structure, the side wall be connected with the bottom surface of described upper strata top board structure is stopped shoulder structure, described side wall stop shoulder structure abutment wall face on edge be provided with the sealing layer crossing described abutment wall face, described side wall stop shoulder structure middle part be embedded with Grouting Pipe.
Preferably, described sealing layer is for arrange continuously, uninterruptedly.
Preferably, described sealing layer is water-stop glue.
Preferably, described water-stop glue is twice, and water-stop glue described in twice is separately positioned on the inside and outside both sides on described abutment wall face, and described Grouting Pipe is located at the midline position in described abutment wall face.
Preferably, described Grouting Pipe spaced set has joint.
Preferably, described side wall stop shoulder structure described abutment wall face comprise a dabbing layer.
The utility model provides a kind of lid and digs against doing side wall construction joint waterproofing node structure, stopped by the side wall connected the bottom surface of upper strata top board structure and take on process, and side wall stop shoulder structure abutment wall face water-stop glue and Grouting Pipe are set, make the construction joint processed of the present invention effectively can strengthen waterproof effect, once there is percolating water phenomenon, also can carry out slip casting by Grouting Pipe and carry out sealing, ensure that the waterproof effect of construction joint.
Accompanying drawing explanation
Fig. 1 is that the utility model lid digs against being side wall construction joint waterproofing node structure abutment wall structural facades figure.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
Shown in composition graphs 1, the utility model provides a kind of lid and digs against doing side wall construction joint waterproofing node structure, comprising: top board structure 10 and side wall are stopped and takeed on structure 20.
Top board structure 10, is formed by concreting by installing template.
Side wall is stopped and is takeed on structure 20, be fixedly connected with the bottom surface of described top board structure 10, described side wall stop shoulder structure 20 comprise side wall stop shoulder body 21, along described side wall stop shoulder body 21 edge, abutment wall face and cross the sealing layer 22 in described abutment wall face, and be located at the Grouting Pipe 23 at middle part in described abutment wall face.
Side wall is stopped shoulder body 21, for being located at below the shoulder of side wall lower joint pin, top board structure 10 bottom surface, forms an Inclination body.Described side wall stop shoulder body 21 abutment wall face be formed with dabbing layer by dabbing process.
Sealing layer 22, it is water-stop glue that the present embodiment stops water layer, and the water-stop glue on abutment wall face is arranged continuously, uninterruptedly.In concrete utilization, described water-stop glue is twice, and water-stop glue described in twice is separately positioned on the inside and outside both sides on described abutment wall face.
Grouting Pipe 23, is located at the midline position in described abutment wall face.Further, described Grouting Pipe spaced set has joint.
Dig the inverse concrete implementation detail doing side wall construction joint waterproofing node structure to a kind of lid of the utility model to be below described in detail.
Construction upper strata top board structure 10, partly negative one deck structure side wall of constructing, stop to side wall construction joint and take on process, formation side wall is stopped and is takeed on body 21.When performing bottom side wall, dabbing is carried out to reserved top construction joint, for formation buckle layer, in order to improve caking ability during concreting, simultaneously make a call to one 15mm × 8mm water-stop glue 1/4 place is each along outside in abutment wall face, along abutment wall face midline position built-in slip casting pipe 23, and in described Grouting Pipe spaced set joint.
Adopt the abutment wall construction joint of said method construction, before carrying out water-stop glue and built-in slip casting pipe, dabbing to be carried out to construction joint, the construction requirement water-stop glue of water-stop glue is uninterrupted continuously, and meet specification requirement, Grouting Pipe critical top portion abutment wall construction joint, and every 2m indwelling joint, ensure during concreting that Grouting Pipe is not shifted distortion, reserved filling adaptor does not allow to pour into cement mortar.
The utility model provides a kind of lid and digs against doing side wall construction joint waterproofing node structure, stopped by the side wall connected the bottom surface of upper strata top board structure and take on process, and side wall stop shoulder structure abutment wall face water-stop glue and Grouting Pipe are set, make the construction joint processed of the present invention effectively can strengthen waterproof effect, once there is percolating water phenomenon, also can carry out slip casting by Grouting Pipe and carry out sealing, ensure that the waterproof effect of construction joint.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (6)
1. a lid digs against doing side wall construction joint waterproofing node structure, it is characterized in that, comprising:
Top board structure;
The side wall be connected with the bottom surface of described top board structure is stopped shoulder structure, comprises side wall and to stop shoulder body, along described side wall stop shoulder body edge, abutment wall face and cross the sealing layer in described abutment wall face, and be located at the Grouting Pipe at middle part in described abutment wall face.
2. lid according to claim 1 digs against doing side wall construction joint waterproofing node structure, and it is characterized in that, described sealing layer is for arrange continuously, uninterruptedly.
3. lid according to claim 2 digs against doing side wall construction joint waterproofing node structure, and it is characterized in that, described sealing layer is water-stop glue.
4. lid according to claim 3 digs against doing side wall construction joint waterproofing node structure, it is characterized in that, described water-stop glue is twice, and water-stop glue described in twice is separately positioned on the inside and outside both sides on described abutment wall face, and described Grouting Pipe is located at the midline position in described abutment wall face.
5. lid according to claim 1 digs against doing side wall construction joint waterproofing node structure, and it is characterized in that, described Grouting Pipe spaced set has joint.
6. lid according to claim 1 digs and inverse does side wall construction joint waterproofing node structure, it is characterized in that, the stop described abutment wall face of shoulder structure of described side wall comprises a dabbing layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420644031.6U CN204298860U (en) | 2014-10-30 | 2014-10-30 | Lid digs the inverse side wall construction joint waterproofing node that does and constructs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420644031.6U CN204298860U (en) | 2014-10-30 | 2014-10-30 | Lid digs the inverse side wall construction joint waterproofing node that does and constructs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204298860U true CN204298860U (en) | 2015-04-29 |
Family
ID=53104409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420644031.6U Expired - Fee Related CN204298860U (en) | 2014-10-30 | 2014-10-30 | Lid digs the inverse side wall construction joint waterproofing node that does and constructs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204298860U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545034A (en) * | 2015-09-17 | 2017-03-29 | 中国二十冶集团有限公司 | Contrary sequence method exterior wall horizontal construction joint steel plate water stopper concreting method |
| CN113089719A (en) * | 2021-02-23 | 2021-07-09 | 中铁十九局集团第三工程有限公司 | Laminated wall structure and construction method thereof |
| CN114319454A (en) * | 2021-12-29 | 2022-04-12 | 中航天建设工程集团有限公司 | Waterproof construction of lid excavation reverse construction method side wall horizontal construction seam |
-
2014
- 2014-10-30 CN CN201420644031.6U patent/CN204298860U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545034A (en) * | 2015-09-17 | 2017-03-29 | 中国二十冶集团有限公司 | Contrary sequence method exterior wall horizontal construction joint steel plate water stopper concreting method |
| CN106545034B (en) * | 2015-09-17 | 2019-01-11 | 中国二十冶集团有限公司 | Contrary sequence method exterior wall horizontal construction joint steel plate water stopper concreting method |
| CN113089719A (en) * | 2021-02-23 | 2021-07-09 | 中铁十九局集团第三工程有限公司 | Laminated wall structure and construction method thereof |
| CN114319454A (en) * | 2021-12-29 | 2022-04-12 | 中航天建设工程集团有限公司 | Waterproof construction of lid excavation reverse construction method side wall horizontal construction seam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150429 Termination date: 20201030 |