CN206144184U - Construction joint built -in slip casting pipe - Google Patents
Construction joint built -in slip casting pipe Download PDFInfo
- Publication number
- CN206144184U CN206144184U CN201621080669.7U CN201621080669U CN206144184U CN 206144184 U CN206144184 U CN 206144184U CN 201621080669 U CN201621080669 U CN 201621080669U CN 206144184 U CN206144184 U CN 206144184U
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- China
- Prior art keywords
- slip casting
- construction joint
- pipe
- casting pipe
- built
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Abstract
The utility model discloses a construction joint built -in slip casting pipe, include: the body, and set up on the body with the out grouting holes of the tube hole of body intercommunication, the setting is on the body and to the slip casting pipe of slip casting in the body. The utility model provides a construction joint built -in slip casting pipe, including body and the slip casting pipe of setting on the body, during the use, to install this construction joint built -in slip casting pipe in construction joint department, the thick liquid injects the body into from the slip casting pipe, and under grouting pressure's effect, the thick liquid can ooze out from out grouting holes to fill in gap to the construction joint is located, reaches the effect of stagnant water. Above -mentioned construction joint built -in slip casting pipe can pass through thick liquid blind when using to eliminating the gap, reaching the effect of high -efficient stagnant water, certainly, its installation when using is also more convenient, thereby has improved the efficiency of construction.
Description
Technical field
The utility model is related to technical field of building construction, more particularly, it relates to a kind of construction joint built-in slip casting pipe.
Background technology
As city is continually developed to the underground space, increasing newly-built basement needs to connect with original underground structure
Connect insertion.Newly-built structure and the problem that existing structure junction construction joint sealing is that engineering has to face.
At present when patching is carried out to construction joint, typically carry out in construction joint surface mount water-swellable water-stop glue
Sealing, its installation difficulty is larger, and the difficult quality of installation is guaranteed, additionally, sealing rod is installed easily to be affected to make by subsequent handling
Into displacement and easy premature inflation, waterproof effect is difficult to be guaranteed.
In sum, how a kind of construction joint sealing component is provided, further to improve the effect of sealing, and installation is improved
Efficiency, be current those skilled in the art's problem demanding prompt solution.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of construction joint built-in slip casting pipe, further to improve sealing
Effect, and improve the efficiency of installation.
In order to achieve the above object, the utility model provides following technical scheme：
A kind of construction joint built-in slip casting pipe, including：
The slurry outlet connected with the pore of the body is offered on body, and the body；
It is arranged on the body and to the grouting pipe of the pipe internal injection.
Preferably, the outer layer of the body is pipe box, and internal layer is that the slurry outlet is opened up on tube core, and the tube core, and
Molecular grid is provided between the slurry outlet and the pipe box.
Preferably, the body is pipe, and four slurry outlets, and the slurry outlet are offered on the tube core along institute
The circumference for stating tube core is uniformly distributed.
Preferably, it is provided with grouting pipe described at least two on the single body.
Preferably, the distance between two neighboring described grouting pipe is 3m～6m.
Preferably, also the body is fixed at construction joint including the fixture of the periphery for being arranged on the body.
Preferably, the plug for being blocked to grouting pipe is also included.
The construction joint built-in slip casting pipe that the utility model is provided, including body and the grouting pipe that is arranged on body, make
Used time, the construction joint built-in slip casting pipe is arranged at construction joint, slurries are injected in body, in grouting pressure from grouting pipe
Under effect, slurries can ooze out from slurry outlet, so as to be filled to the gap at construction joint, reach the effect of sealing.It is above-mentioned
Construction joint built-in slip casting pipe, so as to eliminate gap, can reach the effect of efficient sealing by slurries blind when in use,
Certainly, its installation when in use is also convenient, so as to improve efficiency of construction.
Description of the drawings
In order to be illustrated more clearly that the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is embodiment of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, also
Other accompanying drawings can be obtained according to the accompanying drawing for providing.
The structural representation of the construction joint built-in slip casting pipe that Fig. 1 is provided for the utility model embodiment；
The cross-sectional view of the body of the construction joint built-in slip casting pipe that Fig. 2 is provided for the utility model one embodiment；
The cross-sectional view of the body of the construction joint built-in slip casting pipe that Fig. 3 is provided for the utility model another embodiment；
The cross-sectional view of the body of the construction joint built-in slip casting pipe that Fig. 4 is provided for the utility model another embodiment；
The cross-sectional view of the body of the construction joint built-in slip casting pipe that Fig. 5 is provided for the utility model another embodiment.
In figure 1 above-Fig. 5：
1 is body, 11 is pipe box, 12 is slurry outlet, 13 is molecular grid, 14 is tube core, 15 is pore, 2 is grouting pipe,
3 is fixture, 4 is water-swellable water-stop glue.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1 to Fig. 5 is referred to, for the construction joint built-in slip casting pipe that the utility model embodiment is provided, including body 1 and note
Axial pore 15 is provided with inside slurry conduit 2, and body 1, the slurry outlet 12 being connected with pore 15, slip casting are offered on tube wall
Conduit 2 is arranged on body 1.Slurries can be injected into body 1 by grouting pipe 2, slurries are entered after pore 15, in slip casting
In the presence of pressure, the gap at construction joint can be oozed out and filled from slurry outlet 12, so as to reach the purpose of sealing.
When being designed to body 1, can be set to can only single slip casting structure, or can carry out at least
The structure of slip casting twice, the structure of single slip casting is as shown in Fig. 2 the structure shown in Fig. 3 to Fig. 5 can be noted at least twice
Slurry such that it is able to when settling at subsequent construction seam, can again slip casting so that it is guaranteed that the effect of sealing.Fig. 3 to Fig. 4
In, the outer layer of body 1 is pipe box 11, and internal layer is that slurry outlet 12 is opened up on tube core 14, and tube core 14, and slurry outlet 12 and pipe box 11
Between be provided with molecular grid 13.Molecular grid 13 primarily serves the effect of isolation, by the slurries outside the slurries in body 1 and body 1
Separate, after the completion of once grouting, the slurries extracted out in body 1 can still carry out secondary grouting.Specifically, the one of the application
Above-mentioned pipe box 1 is nylon wire wired tube in individual embodiment, and tube core 14 is rigid plastics tube core, and molecular grid 13 is neoprene.
Preferably, body 1 is set to pipe, and the cross section of pore 15 is also circle, now, can be on die 14
At least two slurry outlets 12 are opened up, in order to improve slurry-outlet velocity, and construction joint is filled out in the multiple directions of body 1
Fill, improve construction effect.Specifically, three or four slurry outlets 12 can be on die 14 opened up, and slurry outlet 12 is along tube core
14 circumference is uniformly distributed, specifically as shown in Figure 3 to Figure 4.Body 1 in Fig. 5, only with a slurry outlet 12, now body 1
Structure it can also be provided that various ways, Fig. 5 is one of which scheme, and this kind of scheme is not limited in actual production.
In order to ensure slurries can be full of in body 1, in one embodiment of the application, it is provided with single body 1
At least two grouting pipes 2.The specific number of grouting pipe 2, can have according to parameters such as the length of body 1, the sizes of pore 15
Body is selected, and is not limited herein.Used as preferred, the distance between two neighboring grouting pipe 2 is set to 3m～6m.Consider
Convenience when actually used, the length of single body 1 is preferably 5m～7m, in the case where construction joint is longer, can will be multiple
Staggeredly splicing is used body 1, and concrete set-up mode is as shown in Figure 1.Position of the grouting pipe 2 on body 1 can be body 1
Two ends, as shown in figure 1, the pressure direction that slurries are subject to during now slip casting is unidirectional and concentrates, can quickly promote slip casting
The carrying out of process, accelerates the speed of construction；It is of course also possible to be arranged on the middle part of body 1 so that each equal energy of grouting pipe 2
It is enough that slip casting is carried out to body 1 towards its both sides.
In the application, by the form that fixture 3 is arranged in the periphery of body 1, body 1 is fixed at construction joint, should
Fixture 3 be dedicated fastener, can be stable body 1 is fixed on into construction seam surface.
After body 1 is arranged on construction joint, need casting concrete to complete the installation of Grouting Pipe, at this time, it may be necessary in note
Plug is set to block to grouting pipe 2, concrete blocking grouting pipe 2, affects during so as to avoiding pouring on slurry conduit 2
Follow-up slip casting.
Additionally, the construction joint built-in slip casting pipe can also coordinate water-swellable water-stop glue 4 to be used together, it is dual so as to reach
The effect of sealing.When water-swellable water-stop glue is arranged, it is necessary first to which the construction seam surface to pasting water-stop glue is carried out at dabbing
Reason, loose, peeling, floating ash etc. are cut and are cleaned out, and make construction seam surface solid, smooth, dry and without dirt；Afterwards will
Water-swellable water-stop glue 4 is uniformly squeezed makes its curing molding at the upper and lower 50mm～100mm of Grouting Pipe, and the width after shaping is
15～25mm, is highly 5～10mm；Hereafter the surface smear plumping agent of water-swellable water-stop glue 4 after hardening, to delay to meet
The speed of expansion of water expansion water-stop glue 4 so as to reach optimal stagnant water effect.
It should be noted that water-swellable water-stop glue 4 is pasted after finishing, should try one's best and avoid being met in rainy day and work progress
Water, otherwise premature inflation cause the sealing ability of water-stop glue to decline.
The construction joint built-in slip casting pipe that the utility model embodiment is provided, including body 1 and the slip casting that is arranged on body 1
Conduit 2, when using, the construction joint built-in slip casting pipe is arranged at construction joint, and slurries are injected in body 1 from grouting pipe 2,
In the presence of grouting pressure, slurries can ooze out from slurry outlet 12, so as to be filled to the gap at construction joint, reach sealing
Effect.Above-mentioned construction joint built-in slip casting pipe can be reached efficiently when in use by slurries blind, so as to eliminate gap
The effect of sealing, certainly, its installation when in use is also convenient, so as to improve efficiency of construction.
It is described using progressive form between each embodiment in this specification, it is equal that each embodiment is stressed
The difference with other embodiment, the similar portion between each embodiment mutually referring to.
The foregoing description of the disclosed embodiments, enables those skilled in the art to realize or uses the utility model.
Various modifications to these embodiments will be apparent for a person skilled in the art, general original as defined herein
Reason can in other embodiments be realized in the case of without departing from spirit or scope of the present utility model.Therefore, this practicality is new
Type is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein and features of novelty phase
Consistent most wide scope.
Claims (7)
1. a kind of construction joint built-in slip casting pipe, it is characterised in that include：
The slurry outlet (12) connected with the pore (15) of the body (1) is offered on body (1), and the body (1)；
It is arranged on the body (1) and to the grouting pipe (2) of the interior slip casting of the body (1).
2. construction joint built-in slip casting pipe according to claim 1, it is characterised in that the outer layer of the body (1) is pipe box
(11), internal layer is to open up the slurry outlet (12) on tube core (14), and the tube core (14), and the slurry outlet (12) with it is described
Molecular grid (13) is provided between pipe box (11).
3. construction joint built-in slip casting pipe according to claim 2, it is characterised in that the body (1) is pipe, the pipe
Four slurry outlets (12), and the slurry outlet (12) are offered on core (14) along circumferential uniform point of the tube core (14)
Cloth.
4. construction joint built-in slip casting pipe according to claim 1, it is characterised in that be provided with the single body (1)
Grouting pipe described at least two (2).
5. construction joint built-in slip casting pipe according to claim 4, it is characterised in that the two neighboring grouting pipe (2)
The distance between be 3m～6m.
6. the construction joint built-in slip casting pipe according to any one of claim 1 to 5, it is characterised in that also including being arranged on
The fixture (3) of the periphery of body (1) is stated, the body (1) is fixed at construction joint.
7. the construction joint built-in slip casting pipe according to any one of claim 1 to 5, it is characterised in that also include for note
The plug that slurry conduit (2) is blocked.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621080669.7U CN206144184U (en) | 2016-09-26 | 2016-09-26 | Construction joint built -in slip casting pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621080669.7U CN206144184U (en) | 2016-09-26 | 2016-09-26 | Construction joint built -in slip casting pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206144184U true CN206144184U (en) | 2017-05-03 |
Family
ID=58620081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621080669.7U Expired - Fee Related CN206144184U (en) | 2016-09-26 | 2016-09-26 | Construction joint built -in slip casting pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206144184U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237408A (en) * | 2017-07-12 | 2017-10-10 | 中国二十冶集团有限公司 | It is a kind of to prevent the construction method of expansion joint position seepage |
| CN107630472A (en) * | 2017-10-31 | 2018-01-26 | 中冶天工集团有限公司 | Through the antipriming of TRD uniform thickness Soil-cement diaphragm walls |
| CN108104287A (en) * | 2018-01-05 | 2018-06-01 | 广州市芳村建筑工程有限公司 | Concrete structure and the segmentation casting method using the concrete structure |
| CN109853629A (en) * | 2018-12-06 | 2019-06-07 | 中天建设集团有限公司 | A kind of sole plate anti-seepage construction method, architecture construction platform |
| CN110219673A (en) * | 2019-06-25 | 2019-09-10 | 中建八局第一建设有限公司 | A kind of Full-face pouring pipe device |
| CN114622740A (en) * | 2022-04-06 | 2022-06-14 | 绍兴文理学院 | Method for self-making concrete cracks and partial grouting |
-
2016
- 2016-09-26 CN CN201621080669.7U patent/CN206144184U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237408A (en) * | 2017-07-12 | 2017-10-10 | 中国二十冶集团有限公司 | It is a kind of to prevent the construction method of expansion joint position seepage |
| CN107630472A (en) * | 2017-10-31 | 2018-01-26 | 中冶天工集团有限公司 | Through the antipriming of TRD uniform thickness Soil-cement diaphragm walls |
| CN108104287A (en) * | 2018-01-05 | 2018-06-01 | 广州市芳村建筑工程有限公司 | Concrete structure and the segmentation casting method using the concrete structure |
| CN109853629A (en) * | 2018-12-06 | 2019-06-07 | 中天建设集团有限公司 | A kind of sole plate anti-seepage construction method, architecture construction platform |
| CN110219673A (en) * | 2019-06-25 | 2019-09-10 | 中建八局第一建设有限公司 | A kind of Full-face pouring pipe device |
| CN114622740A (en) * | 2022-04-06 | 2022-06-14 | 绍兴文理学院 | Method for self-making concrete cracks and partial grouting |
| CN114622740B (en) * | 2022-04-06 | 2023-12-08 | 绍兴文理学院 | Homemade concrete crack and partial grouting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170503 Termination date: 20210926 |