CN205999898U - Internal support of foundation pit pile for prestressed pipe vertical supporting structure - Google Patents
Internal support of foundation pit pile for prestressed pipe vertical supporting structure Download PDFInfo
- Publication number
- CN205999898U CN205999898U CN201620972510.XU CN201620972510U CN205999898U CN 205999898 U CN205999898 U CN 205999898U CN 201620972510 U CN201620972510 U CN 201620972510U CN 205999898 U CN205999898 U CN 205999898U
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- Prior art keywords
- pile
- vertical supporting
- support
- prestressed pipe
- pipe vertical
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- 230000000875 corresponding Effects 0.000 claims abstract description 4
- 239000000203 mixture Substances 0.000 claims abstract 2
- 230000002159 abnormal effect Effects 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 16
- 238000010276 construction Methods 0.000 abstract description 16
- 239000010959 steel Substances 0.000 abstract description 16
- 230000000694 effects Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 238000009412 basement excavation Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002513 implantation Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003068 static Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model discloses internal support of foundation pit pile for prestressed pipe vertical supporting structure, it includes foundation ditch（1）, support pile（2）, pile for prestressed pipe vertical supporting post（3）And inner support（4）, foundation ditch（1）The edge of side slope is provided with row's support pile（2）, foundation ditch（1）Inside it is provided with least one row and inner support（4）Opposed pile for prestressed pipe vertical supporting post（3）, pile for prestressed pipe vertical supporting post（3）The prefabricated tubular pile being sequentially connected with by more piece（5）Composition, every two adjacent sections prefabricated tubular pile（5）All by splicing device（6）Connect, pile for prestressed pipe vertical supporting post（3）The support pile standing corresponding thereto（2）Between be provided with multiple tracks inner support（4）.The beneficial effects of the utility model are：Reduce working procedure, improve foundation ditch support strength, shorten construction period, steel structure support column rolled steel dosage 40% can be saved.
Description
Technical field
This utility model is related to the technical field of foundation ditch supporting construction, and particularly internal support of foundation pit pile for prestressed pipe vertically props up
Support structure.
Background technology
Deep foundation pit support is guarantee that foundation ditch is stable, often uses inner support supporting construction, inner support supporting construction one
As be made up of support pile, vertical supporting post and horizontal inner support beam.The vertical supporting post commonly used at present is formed steel construction column, leads to
Crossing the bored concrete pile of certain depth of constructing before excavation of foundation pit to hole, to play wedge action (be empty stake in the range of foundation depth
Hole), then enter in bored concrete pile tip cutting and fixedly mount the steel structure column of Site Welding making, this form of construction work operation is various,
Rolled steel dosage is big, and the sidewall stability of empty stake holes affects the perpendicularity of steel structure column, and the company of bored concrete pile and steel structure column
Connect construction and the field fabrication quality of steel structure column all can directly influence the supporting role of steel structure column, thus having influence on whole
The stability of individual inner support system system and supporting effect.
Utility model content
The purpose of this utility model is to overcome the shortcoming of existing inner support steel structure support column, provides a kind of minimizing construction work
Sequence, rolled steel dosage 40% can be saved, improve foundation ditch support strength, shorten construction period, keep the stable internal support of foundation pit of foundation ditch pre-
Stress pile tube vertical supporting structure.
The purpose of this utility model is achieved through the following technical solutions：Internal support of foundation pit pile for prestressed pipe vertical supporting is tied
Structure, it includes foundation ditch, support pile, pile for prestressed pipe vertical supporting post and inner support, and the edge of excavation slope is provided with a row and props up
Fender pile, is provided with least one row and inner support opposed pile for prestressed pipe vertical supporting post in foundation ditch, pile for prestressed pipe is vertical
Support column is made up of the prefabricated tubular pile that more piece is sequentially connected with, and every two adjacent sections prefabricated tubular pile is all connected by splicing device, prestressing force
It is provided with multiple tracks inner support between the support pile that pile tube vertical supporting post stands corresponding thereto.
Described support pile and all vertical setting of pile for prestressed pipe vertical supporting post.
The cross section of described pile for prestressed pipe vertical supporting post is circular or rectangle or abnormal shape.
Described identical length of often section prefabricated tubular pile etc..
Described often section prefabricated tubular pile is fixedly connected by equal diameter splicing device.
The quantity of the described inner support between support pile and pile for prestressed pipe vertical supporting post is twice.
The two ends of described inner support are all fixedly connected with support pile and pile for prestressed pipe vertical supporting post by built-in fitting.
This utility model has advantages below：
1）This utility model utilizes prefabricated tubular pile to substitute the steel lattice column of field fabrication, convenient and swift.
2）This utility model strengthens tubular pile splicing effect and stability using equal diameter splicing device.
3）Pile tube can directly be sink to the supporting course required for supporting, thus effectively reducing the one-tenth of steel structure column bottom bored concrete pile
Operation and the material usages such as hole, installation, cast concrete, shorten construction period.
4）Pile tube substitutes steel pile and can save rolled steel dosage 40%, saves vertical supporting post expense 30%.
5）Shorten support system construction period.
Brief description
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the A-A sectional view of Fig. 1；
Fig. 3 is construction process figure of the present utility model；
In figure, 1- foundation ditch, 2- support pile, 3- pile for prestressed pipe vertical supporting post, 4- inner support, 5- prefabricated tubular pile, 6- etc.
Diameter splicing device.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is further described, protection domain of the present utility model be not limited to
Lower described：
As depicted in figs. 1 and 2, internal support of foundation pit pile for prestressed pipe vertical supporting structure, internal support of foundation pit pile for prestressed pipe
Vertical supporting structure, it includes foundation ditch 1, support pile 2, pile for prestressed pipe vertical supporting post 3 and inner support 4, the side of foundation ditch 1 side slope
Edge is provided with row's support pile 2, is provided with least one row and the opposed pile for prestressed pipe vertical supporting of inner support 4 in foundation ditch 1
Post 3, the prefabricated tubular pile 5 that pile for prestressed pipe vertical supporting post 3 is sequentially connected with by more piece forms, and every two adjacent sections prefabricated tubular pile 5 is equal
Connected by splicing device 6, between the support pile 2 that pile for prestressed pipe vertical supporting post 3 stands corresponding thereto, be provided with multiple tracks inner support
4, adopt twice inner support 4 in the present embodiment.Prefabricated tubular pile 5 directly extremely can support required supporting course by pile sinking, thus effectively
Operation and the material usages such as the pore-forming of minimizing steel vertical supporting post bottom bored concrete pile, installation, cast concrete, shorten construction week
Phase.Described support pile 2, pile for prestressed pipe vertical supporting post 3 and inner support 4 formed longitudinal load-bearing power more significantly, resistance to deformation energy
The higher support system of power, improve the support strength to foundation ditch 1 side slope, simultaneously also effective control foundation pit deformation.
Described support pile 2 and all vertical setting of pile for prestressed pipe vertical supporting post 3.
The cross section of described pile for prestressed pipe vertical supporting post 3 is circular or rectangle or abnormal shape, in advance should in the present embodiment
The cross section of solenoid stake vertical supporting post 3 is circle；Described identical length of often section prefabricated tubular pile 5 etc.；Described often section is pre-
Tubulation stake 5 is fixedly connected by equal diameter splicing device 6；Described between support pile 2 and pile for prestressed pipe vertical supporting post 3
Inner support 4 quantity be twice；The two ends of described inner support 4 are all erected with support pile 2 and pile for prestressed pipe by built-in fitting
It is fixedly connected to support column 3.
Construction process of the present utility model is：
S1, stake machine are in place, crane is shown up；
S2, determine the position of support pile 2 and pile for prestressed pipe vertical supporting post 3 by design；
S3, construction supporting stake 2；
S3, according to design requirement, by splicing device 6, prefabricated tubular pile 5 is fixedly connected to form the prestressed pipe of design requirement
Stake vertical supporting post 3；
S4, using any one method in hammering method, static pressure method or implantation by pile for prestressed pipe vertical supporting post 3 pile sinking
To projected depth；
S5, foundation ditch 1 successively excavate；
S6, construction are located at the inner support 4 between support pile 2 and pile for prestressed pipe vertical supporting post 3, form effective support knot
Structure；
S7, inspection pile extension position, carry out reinforcement as needed；
S8, repeat S5, S6, S7 to excavation of foundation pit to projected depth.
Claims (8)
1. internal support of foundation pit pile for prestressed pipe vertical supporting structure it is characterised in that：It includes foundation ditch（1）, support pile（2）, pre-
Stress pile tube vertical supporting post（3）And inner support（4）, foundation ditch（1）The edge of side slope is provided with row's support pile（2）, foundation ditch（1）
Inside it is provided with least one row and inner support（4）Opposed pile for prestressed pipe vertical supporting post（3）, pile for prestressed pipe vertical supporting
Post（3）The prefabricated tubular pile being sequentially connected with by more piece（5）Composition, every two adjacent sections prefabricated tubular pile（5）All by splicing device（6）Even
Connect, pile for prestressed pipe vertical supporting post（3）The support pile standing corresponding thereto（2）Between be provided with multiple tracks inner support（4）.
2. internal support of foundation pit pile for prestressed pipe vertical supporting structure according to claim 1 it is characterised in that：Described props up
Fender pile（2）With pile for prestressed pipe vertical supporting post（3）All vertical setting.
3. internal support of foundation pit pile for prestressed pipe vertical supporting structure according to claim 1 it is characterised in that：Described props up
Fender pile（2）Spaced set.
4. internal support of foundation pit pile for prestressed pipe vertical supporting structure according to claim 1 it is characterised in that：Described is pre-
Stress pile tube vertical supporting post（3）Cross section be circular or rectangle or abnormal shape.
5. internal support of foundation pit pile for prestressed pipe vertical supporting structure according to claim 1 it is characterised in that：Described is every
Section prefabricated tubular pile（5）Identical length etc..
6. internal support of foundation pit pile for prestressed pipe vertical supporting structure according to claim 1 it is characterised in that：Described is every
Section prefabricated tubular pile（5）By equal diameter splicing device（6）It is fixedly connected.
7. internal support of foundation pit pile for prestressed pipe vertical supporting structure according to claim 1 it is characterised in that：Described position
In support pile（2）With pile for prestressed pipe vertical supporting post（3）Between inner support（4）Quantity be twice.
8. internal support of foundation pit pile for prestressed pipe vertical supporting structure according to claim 1 it is characterised in that：Described is interior
Support（4）Two ends all by built-in fitting and support pile（2）With pile for prestressed pipe vertical supporting post（3）It is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620972510.XU CN205999898U (en) | 2016-08-30 | 2016-08-30 | Internal support of foundation pit pile for prestressed pipe vertical supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620972510.XU CN205999898U (en) | 2016-08-30 | 2016-08-30 | Internal support of foundation pit pile for prestressed pipe vertical supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205999898U true CN205999898U (en) | 2017-03-08 |
Family
ID=58195315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620972510.XU Active CN205999898U (en) | 2016-08-30 | 2016-08-30 | Internal support of foundation pit pile for prestressed pipe vertical supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205999898U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351232A (en) * | 2016-08-30 | 2017-01-25 | 中国建筑西南勘察设计研究院有限公司 | Internal rigid frame support foundation pit supporting structure and construction method thereof |
| CN113550326A (en) * | 2021-08-12 | 2021-10-26 | 中建八局第二建设有限公司 | Foundation pit support removing and basement structure and construction method thereof |
-
2016
- 2016-08-30 CN CN201620972510.XU patent/CN205999898U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351232A (en) * | 2016-08-30 | 2017-01-25 | 中国建筑西南勘察设计研究院有限公司 | Internal rigid frame support foundation pit supporting structure and construction method thereof |
| CN113550326A (en) * | 2021-08-12 | 2021-10-26 | 中建八局第二建设有限公司 | Foundation pit support removing and basement structure and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |