CN207987925U - A kind of bored concrete pile intercommunication grouting device - Google Patents
A kind of bored concrete pile intercommunication grouting device Download PDFInfo
- Publication number
- CN207987925U CN207987925U CN201820169727.6U CN201820169727U CN207987925U CN 207987925 U CN207987925 U CN 207987925U CN 201820169727 U CN201820169727 U CN 201820169727U CN 207987925 U CN207987925 U CN 207987925U
- Authority
- CN
- China
- Prior art keywords
- grouting pipe
- transverse tube
- grouting
- bending transverse
- utility
- 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.)
- Expired - Fee Related
Links
- 238000005452 bending Methods 0.000 claims abstract description 21
- 239000007921 spray Substances 0.000 claims abstract description 6
- 238000003466 welding Methods 0.000 claims abstract description 6
- 238000007569 slipcasting Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of bored concrete pile intercommunication grouting device, including Grouting Pipe, several bending transverse tubes are provided between the Grouting Pipe, the both ends of the bending transverse tube are fixed in the Grouting Pipe by welding point and are penetrated through with the Grouting Pipe.The Grouting Pipe and bending transverse tube surface are provided with mouth spray, and the bending transverse tube is semicircular arc.It is provided by the utility model with bending transverse tube Grouting Pipe, by the connection between every Grouting Pipe, avoid because some position block and caused by whole jam of grouting pipe.Improve grouting amount, hence it is evident that improve slip casting effect.The present apparatus is easy to operate so that slip casting effect reaches design requirement, ensure that the quality of concrete-pile.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to a kind of bored concrete pile intercommunication grouting device.
Background technology
In building engineering field, constantly increase with the height and the scale of construction of agent structure, the carrying for cast-in-situ bored pile
Power requires great increase, thus higher and higher to the requirement of the pouring quality of its concrete, and current many cast-in-situ bored piles are all adopted
With mud off form, later stage sediment is easy to impact bearing capacity of pile tip, thus most of bored concrete pile all use after note
Sizing process, at present slip casting mainly use straight tube way, be easy to cause jam of grouting pipe in this way, slip casting effect is undesirable or dry
Crisp not slip casting.
Utility model content
To solve the above-mentioned problems, technical solution provided by the utility model is in view of the shortcomings of the prior art：
A kind of bored concrete pile intercommunication grouting device, including Grouting Pipe are provided with bending transverse tube between the Grouting Pipe, described curved
The both ends of bent transverse tube are fixed in the Grouting Pipe by welding point and are penetrated through with the Grouting Pipe.
Further, the Grouting Pipe and bending transverse tube surface are provided with mouth spray.
Further, the bending transverse tube is in arc-shaped.
The utility model has the beneficial effects that：
Grouting Pipe provided by the utility model with bending transverse tube is kept away by the connection between every Grouting Pipe
Exempted from because some position block and caused by whole jam of grouting pipe.The present apparatus is easy to operate so that slip casting effect reaches
To design requirement, the quality of concrete-pile ensure that.
Description of the drawings
Fig. 1 is the front view of the utility model；
Fig. 2 is the vertical view of the utility model；
Fig. 3 is the structural schematic diagram of the bending transverse tube of the utility model；
Wherein：1- mouth sprays, 2- Grouting Pipes, 3- are bent transverse tube, 4- welding points, 5- reinforcing bars.
Specific implementation mode
In order to further explain the technical solution of the utility model, below by specific embodiment come to utility model into
The detailed elaboration of row：
As shown in Figure 1 to Figure 3, the utility model is a kind of bored concrete pile intercommunication grouting device, including Grouting Pipe 2, the note
Bending transverse tube 3 is provided between slurry pipe 2, the both ends of the bending transverse tube 3 are fixed on by welding point 4 in the Grouting Pipe 2
And penetrated through with the Grouting Pipe 2, the Grouting Pipe 2 and 3 surface of bending transverse tube are provided with mouth spray 1, and bending transverse tube 3 is in arc-shaped.
It is using a kind of bored concrete pile intercommunication grouting device embodiment of the utility model：According to live cast-in-situ bored pile depth
Degree, size determine the length of Grouting Pipe 2, and carry out trepanning in 2 side of Grouting Pipe, and Grouting Pipe 2 and 3 surface of bending transverse tube are provided with
Mouth spray with the connection of root Grouting Pipe 2 using reeling off raw silk from cocoons threadeds connection, and takes factory process, is transported to onsite application, Grouting Pipe 2 and
Bending transverse tube 3 is welded to connect by welding point 4 each other.When steel reinforcement cage is placed at scene, Grouting Pipe 2 is wrapped in outside steel reinforcement cage
Side, and fixture clamping is used, fixture is arranged one at spacing intervals；In steel reinforcement cage two are evenly arranged at interval of a distance
It is bent transverse tube 3, for connecting two Grouting Pipes 2, the bending transverse tube 3 is in arc-shaped, and bending transverse tube 3 surrounds the reinforcing bar of steel reinforcement cage
5 arrangements, when scene hangs steel reinforcement cage, Grouting Pipe 2 is sealed along steel reinforcement cage clamping fixed, and to 2 upper port of Grouting Pipe using stopper
Stifled, lower port is tightly wrapped with adhesive plaster, and lower port stretches out steel reinforcement cage bottom certain length, and installation steel reinforcement cage is then right to projected depth
Grouting Pipe carries out slip casting.
Specific embodiment of the utility model is described in detail above, but it is intended only as one such implementation
Example, the utility model are not restricted to particular embodiments described above.To those skilled in the art, any to this reality
With the novel equivalent modifications carried out and substitute also all among the scope of the utility model.Therefore, the utility model is not being departed from
Spirit and scope under made by impartial conversion and modification, should all cover in the scope of the utility model.
Claims (3)
1. a kind of bored concrete pile intercommunication grouting device, including Grouting Pipe (2), it is characterised in that：It is provided between the Grouting Pipe (2)
Be bent transverse tube (3), it is described bending transverse tube (3) both ends be fixed in the Grouting Pipe (2) by welding point (4) and with it is described
Grouting Pipe (2) penetrates through.
2. a kind of bored concrete pile intercommunication grouting device according to claim 1, it is characterised in that：The Grouting Pipe (2) and bending
Transverse tube (3) surface is provided with mouth spray (1).
3. a kind of bored concrete pile intercommunication grouting device according to claim 1, it is characterised in that：The bending transverse tube (3) is in half
Arc-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820169727.6U CN207987925U (en) | 2018-01-31 | 2018-01-31 | A kind of bored concrete pile intercommunication grouting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820169727.6U CN207987925U (en) | 2018-01-31 | 2018-01-31 | A kind of bored concrete pile intercommunication grouting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207987925U true CN207987925U (en) | 2018-10-19 |
Family
ID=63821627
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820169727.6U Expired - Fee Related CN207987925U (en) | 2018-01-31 | 2018-01-31 | A kind of bored concrete pile intercommunication grouting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207987925U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593142A (en) * | 2019-09-21 | 2019-12-20 | 北京凯新浩达工程技术有限公司 | Bridge repairing method |
-
2018
- 2018-01-31 CN CN201820169727.6U patent/CN207987925U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593142A (en) * | 2019-09-21 | 2019-12-20 | 北京凯新浩达工程技术有限公司 | Bridge repairing 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 |
Granted publication date: 20181019 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |