CN206956735U - A kind of combined type shaped steel PHC pile tube bearing diagonal foundation pit enclosure structures - Google Patents
A kind of combined type shaped steel PHC pile tube bearing diagonal foundation pit enclosure structures Download PDFInfo
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- CN206956735U CN206956735U CN201720413723.3U CN201720413723U CN206956735U CN 206956735 U CN206956735 U CN 206956735U CN 201720413723 U CN201720413723 U CN 201720413723U CN 206956735 U CN206956735 U CN 206956735U
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- phc pile
- shaped steel
- steel
- shoe
- foundation pit
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 92
- 239000010959 steel Substances 0.000 title claims abstract description 92
- 239000000463 material Substances 0.000 claims abstract description 6
- 206010058109 Hangnail Diseases 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 229920002472 Starch Polymers 0.000 claims 1
- 235000019698 starch Nutrition 0.000 claims 1
- 239000008107 starch Substances 0.000 claims 1
- 238000009955 starching Methods 0.000 claims 1
- 238000007569 slipcasting Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000012407 engineering method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000010415 tropism Effects 0.000 description 1
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- Foundations (AREA)
- Piles And Underground Anchors (AREA)
Abstract
It the utility model is related to a kind of combined type shaped steel PHC pile tube bearing diagonal foundation pit enclosure structures, including three-dimensional shaped steel, junction steel plate, PHC pile tubes, Grouting Pipe, shoe, end socket steel plate, back cover steel plate；Three-dimensional shaped steel passes through junction steel plate and PHC pile tubes are coaxially connected；Three-dimensional shaped steel upper end is fixedly connected with the capping beam in foundation pit enclosure stake top portion；PHC pile tubes lower end is fixedly connected by end socket steel plate with shoe, and Grouting Pipe sets along three-dimensional shaped steel, PHC pile tubes, shoe from top to bottom, and is fixedly connected with three-dimensional shaped steel, and passes through PHC pile tubes, the inside of shoe；Shoe uses inhomogeneous material with PHC pile tubes.The utility model instead of slip casting steel pipe using PHC pile tubes, cost is greatly reduced, simultaneously, position more than bed course substitutes slip casting steel pipe using three-dimensional shaped steel, cost further reduces, because three-dimensional shaped steel has higher stability and reliability, therefore the intensity of whole structure with oblique member can be protected.
Description
Technical field
It the utility model is related to construction engineering technical field, and in particular to a kind of combined type shaped steel-PHC pile tube bearing diagonal bases
Pit enclosure structure.
Background technology
In soft clay area, excavation pit need to carry out pattern foundation pit supporting structure, and soft clay area tradition foundation pit supporting method mainly has perfusion
Stake, SMW engineering methods, cement-soil wall etc..At present, for needed in bored concrete pile, SMW engineering methods set horizontal support caused by
The shortcomings of shoveling is inconvenient, the duration is longer, cost increase, has developed slip casting steel pipe diagonal brace combining structure.Specific method is using note
Slurry steel pipe bearing diagonal replaces horizontal support, can avoid using horizontal support, facility of cutting the earth, reduces the duration, reduces cost.
But this structure with oblique member, it is higher to the intensity requirement of steel pipe, when bearing diagonal length reach to a certain degree it
Afterwards, the intensity requirement of steel pipe often more difficult satisfaction, cost rise is also resulted in while the intensity of steel pipe is improved, meanwhile, steel
For pipe due to material price, cost is also higher.
The content of the invention
The utility model technical issues that need to address are：Prior art is using the slip casting steel pipe of monoblock type as bearing diagonal
Foundation pit enclosure structure, but this structure with oblique member, it is higher to the intensity requirement of steel pipe, when bearing diagonal length reach to a certain degree it
Afterwards, the intensity requirement of steel pipe often more difficult satisfaction, cost rise is also resulted in while the intensity of steel pipe is improved, simultaneously because
The reason for material price, steel pipe cost is also higher, and prior art can not take into account the cost and intensity requirement of bearing diagonal.
The utility model takes following technical scheme：
A kind of combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures, including three-dimensional shaped steel, junction steel plate 2, PHC pipe
Stake 5, Grouting Pipe 7, shoe 6, back cover steel plate 4；The three-dimensional shaped steel passes through junction steel plate 2 and PHC pile tubes 5 and coaxially connected
Connect；The three-dimensional shaped steel upper end is fixedly connected with the capping beam in foundation pit enclosure stake top portion；The lower end of PHC pile tubes 5 passes through end socket
Steel plate 3 is fixedly connected with shoe 6, and the Grouting Pipe 7 is set along three-dimensional shaped steel, PHC pile tubes 5, shoe 6 from top to bottom, and with
Three-dimensional shaped steel is fixedly connected, and passes through PHC pile tubes 5, the inside of shoe 6；The shoe 6 uses inhomogeneity with the PHC pile tubes 5
Material.
Further, the height of junction steel plate 2 is located at the lower section of the bed course of proposed underground structure.
Further, the three-dimensional shaped steel is the H-shaped H profile steel 1 in cross section.
Further, the H profile steel 1 is provided with horizontally disposed sealing piece.
Further, the shoe 6 is provided with injected hole 8, the position of each injected hole is provided with and is used to prevent shoe 6 to be pressed into
During silt block injected hole angle bar hangnail 9.
Further, the Grouting Pipe 7 is arranged on by the web of H profile steel 1, laggard through junction steel plate 2, end socket steel plate 3
Enter shoe 6.
Further, the aperture of the injected hole is 10~20mm, and same depth of section sets 2~6, vertical spacing
For 100~200mm.
The beneficial effects of the utility model are：
1) foundation pit enclosure stake, three-dimensional shaped steel, PHC pile tubes, shoe is made to together form bearing diagonal supporting construction, foundation ditch bottom surface
Three-dimensional shaped steel above has good resistance to compression, bending resistance and resistance to compression tropism energy, the utility model is had preferable stability.
2) inclined support structure of two-part is cleverly used, shoe and three-dimensional shaped steel are metal material, and PHC between the two
Pile tube is concrete material, and this design has to take into account to be considered of both cost and intensity requirement.
3) slip casting steel pipe instead of using PHC pile tubes, cost is greatly reduced, meanwhile, the position more than bed course uses three
D type steel substitutes slip casting steel pipe, and cost further reduces, because three-dimensional shaped steel has higher stability and reliability, therefore it is whole
The intensity of individual structure with oblique member can be protected.
4) it is easy for construction, securely and reliably.
Brief description of the drawings
Fig. 1 is the schematic diagram of the utility model combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures.
Fig. 2 is the enlarged drawing at A positions in Fig. 1.
Fig. 3 is I-I sectional views in Fig. 2.
Fig. 4 is the enlarged drawing at B positions in Fig. 1.
Fig. 5 is II-II to sectional view in Fig. 4.
Fig. 6 is construction foundation pit fender post, press-in PHC pile tubes, and top is welded to connect the schematic diagram of steel plate.
Fig. 7 is after connecting H profile steel, continues to be pressed into PHC pile tubes and H profile steel to design attitude, H profile steel top and capping beam company
The schematic diagram connect.
In figure, 1.H shaped steel, 2. junction steel plates, 3. end socket steel plates, 4. back cover steel plates, 5.PHC pile tubes, 6. shoes, 7. slip castings
Pipe, 8. injected holes, 9. angle bar hangnails.
Embodiment
The utility model is further illustrated with specific embodiment below in conjunction with the accompanying drawings.
As shown in Fig. 1~7, the component names of 1~8 mark are respectively in figure：H profile steel 1, junction steel plate 2, end socket steel plate 3,
Back cover steel plate 4, PHC pile tubes 5, shoe 6, Grouting Pipe 7, injected hole 8, angle bar hangnail 9.
Embodiment：A kind of as shown in figure 1, combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures in the present embodiment
It is made up of H profile steel 1, junction steel plate 2, end socket steel plate 3, back cover steel plate 4, PHC pile tubes 5, shoe 6, the part of Grouting Pipe 7 seven, wherein
The side of shoe 6 is provided with injected hole 8, and the outside of injected hole 8 sets angle bar hangnail 9.
The present embodiment is in the specific implementation：Injected hole 8 is opened in the side of shoe 6 first, the outside of injected hole 8 sets angle bar hangnail
9.The top of shoe 6 is connected firmly by end socket steel plate 3 and PHC pile tubes 5.During PHC pile tubes 5 are pressed into, angle bar hangnail 9 can be protected
Injected hole 8 is protected not blocked by silt around.After being pressed into PHC pile tubes 5 to certain depth, the top of PHC pile tubes 5 passes through junction steel plate 2
With the firm welding of H profile steel 1.Continue to be pressed into H profile steel 1, PHC pile tubes 5 to projected depth, the top of H profile steel 1 is beared down on one with foundation pit enclosure stake
Beam connects, and wears welding sealing piece at basement bottom board.Grouting Pipe 7 is fixed on by the web of H profile steel 1, through junction steel plate 2, end socket
Enter shoe 6 after steel plate 3, slurries are penetrated into soil layer by injected hole 8, form injecting cement paste, increase end bearing power.Foundation pit enclosure
Stake, H profile steel 1, PHC pile tubes 5 are collectively forming bearing diagonal foundation pit enclosure structure.
Above is preferred embodiment of the present utility model, those of ordinary skill in the art can also be carried out respectively on this basis
Kind conversion improves, and on the premise of the total design of the utility model is not departed from, these conversion or improvement should all belong to this reality
Within the scope of new be claimed.
Claims (7)
- A kind of 1. combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures, it is characterised in that：Including three-dimensional shaped steel, junction steel plate (2), PHC pile tubes (5), Grouting Pipe (7), shoe (6), end socket steel plate (3), back cover steel Plate (4)；The three-dimensional shaped steel passes through junction steel plate (2) and PHC pile tubes (5) are coaxially connected；The three-dimensional shaped steel upper end It is fixedly connected with the capping beam in foundation pit enclosure stake top portion；PHC pile tubes (5) lower end is fixedly connected by end socket steel plate (3) with shoe (6), and the Grouting Pipe (7) is from top to bottom Set along three-dimensional shaped steel, PHC pile tubes (5), shoe (6), and be fixedly connected with three-dimensional shaped steel, and pass through PHC pile tubes (5), stake The inside of boots (6)；The shoe (6) uses inhomogeneous material with the PHC pile tubes (5).
- 2. combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures as claimed in claim 1, it is characterised in that：Connect steel Plate (2) is highly located at the lower section of the bed course of proposed underground structure.
- 3. combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures as claimed in claim 1, it is characterised in that：Described three D type steel is the H-shaped H profile steel (1) in cross section.
- 4. combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures as claimed in claim 3, it is characterised in that：The H Shaped steel (1) is provided with horizontally disposed sealing piece.
- 5. combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures as claimed in claim 1, it is characterised in that：The stake Boots (6) are provided with injected hole (8), the position of each injected hole is provided with and is used to prevent that silt to block note in shoe (6) process of press in Starch the angle bar hangnail (9) in hole.
- 6. combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures as claimed in claim 3, it is characterised in that：The note Slurry pipe (7) is arranged on by H profile steel (1) web, enters shoe (6) afterwards through junction steel plate (2), end socket steel plate (3).
- 7. combined type shaped steel-PHC pile tube bearing diagonal foundation pit enclosure structures as claimed in claim 5, it is characterised in that：The note The aperture for starching hole is 10~20mm, and same depth of section sets 2~6, and vertical spacing is 100~200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720413723.3U CN206956735U (en) | 2017-04-19 | 2017-04-19 | A kind of combined type shaped steel PHC pile tube bearing diagonal foundation pit enclosure structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720413723.3U CN206956735U (en) | 2017-04-19 | 2017-04-19 | A kind of combined type shaped steel PHC pile tube bearing diagonal foundation pit enclosure structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206956735U true CN206956735U (en) | 2018-02-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720413723.3U Active CN206956735U (en) | 2017-04-19 | 2017-04-19 | A kind of combined type shaped steel PHC pile tube bearing diagonal foundation pit enclosure structures |
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| CN (1) | CN206956735U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505525A (en) * | 2018-06-27 | 2018-09-07 | 天津智恒方略科技有限公司 | A kind of board plug type pattern foundation pit supporting structure frame and its method for protecting support |
| CN108505526A (en) * | 2018-06-27 | 2018-09-07 | 天津智恒方略科技有限公司 | A kind of portable pattern foundation pit supporting structure frame and its method for protecting support |
| CN112257201A (en) * | 2020-10-22 | 2021-01-22 | 山西平阳煤机装备有限责任公司 | Three-dimensional design method for lap joint of bending pieces of front big foot of hydraulic support base |
-
2017
- 2017-04-19 CN CN201720413723.3U patent/CN206956735U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505525A (en) * | 2018-06-27 | 2018-09-07 | 天津智恒方略科技有限公司 | A kind of board plug type pattern foundation pit supporting structure frame and its method for protecting support |
| CN108505526A (en) * | 2018-06-27 | 2018-09-07 | 天津智恒方略科技有限公司 | A kind of portable pattern foundation pit supporting structure frame and its method for protecting support |
| CN112257201A (en) * | 2020-10-22 | 2021-01-22 | 山西平阳煤机装备有限责任公司 | Three-dimensional design method for lap joint of bending pieces of front big foot of hydraulic support base |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: No. 258 Xiushan Road, Industrial Park, Chongming County, Shanghai, 202150 Patentee after: Shanghai Survey, Design and Research Institute (Group) Co.,Ltd. Country or region after: China Address before: No. 258 Xiushan Road, Industrial Park, Chongming County, Shanghai, 202150 Patentee before: SHANGHAI GEOTECHNICAL INVESTIGATIONS & DESIGN INSTITUTE Co.,Ltd. Country or region before: China |
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| CP03 | Change of name, title or address |