CN204940250U - A kind of long piled wharf steel pipe pile - Google Patents
A kind of long piled wharf steel pipe pile Download PDFInfo
- Publication number
- CN204940250U CN204940250U CN201520747438.6U CN201520747438U CN204940250U CN 204940250 U CN204940250 U CN 204940250U CN 201520747438 U CN201520747438 U CN 201520747438U CN 204940250 U CN204940250 U CN 204940250U
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- steel
- steel pipe
- angle
- rope mouth
- angle steel
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 152
- 239000010959 steel Substances 0.000 title claims abstract description 152
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000013535 sea water Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
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Abstract
The utility model relates to long piled wharf field, is specially a kind of long piled wharf steel pipe pile.This steel pipe pile is by the structure that rope mouth connects between steel pipe, and the side of each steel pipe arranges angle steel, and the opposite side of each steel pipe arranges T-steel, and the angle steel between adjacent steel pipe coordinates with T-steel grafting and forms rope mouth; Angle steel adopts double embrace angle steel, and double embrace angle steel is that two angle steel are oppositely arranged the structure forming middle opening, and this structure coordinates with T-steel grafting.Rope mouth between the utility model steel pipe and steel pipe, adopts T-steel to be connected with double embrace angle steel.Continue relative to employing S type rope mouth, the secondary welding of the utility model steel pipe pile is simple for process, reduces the complexity of foundation construction.
Description
Technical field
The utility model relates to long piled wharf field, is specially a kind of long piled wharf steel pipe pile.
Background technology
Being located in the infrastructure of northern ocean engineering port berth, all adopting caisson type or gravity block formula according to convention, also having and adopting high stake formula, but be all adopt in situ concrete pile.Long piled wharf is the important infrastructure of China, but the foundation pile that long piled wharf is positioned at forward position is easily subject to alongside ship collision and ineffective, makes the construction requirement of long piled wharf more and more higher.
Utility model content
The purpose of this utility model is to provide a kind of long piled wharf steel pipe pile, large with the marine site tidal range adapting to the north, the pressure change in seawater and the land route problem such as greatly.
The technical solution of the utility model is:
A kind of long piled wharf steel pipe pile, this steel pipe pile is by the structure that rope mouth connects between steel pipe, and the side of each steel pipe arranges angle steel, and the opposite side of each steel pipe arranges T-steel, and the angle steel between adjacent steel pipe coordinates with T-steel grafting and forms rope mouth; Angle steel adopts double embrace angle steel, and double embrace angle steel is that two angle steel are oppositely arranged the structure forming middle opening, and this structure coordinates with T-steel grafting.
Described long piled wharf steel pipe pile, steel pipe transverse both sides arrange T-steel, angle steel respectively, and the longitudinal both sides of steel pipe arrange T-steel, angle steel respectively, and T-steel, angle steel form rope mouth, and the horizontal and vertical of a steel pipe all can be connected by rope mouth with another steel pipe.
Described long piled wharf steel pipe pile, steel pipe transverse both sides arrange T-steel, angle steel respectively, and T-steel, angle steel form rope mouth, and the transverse direction of a steel pipe is connected by rope mouth with another steel pipe; The longitudinal both sides of steel pipe arrange adapter sleeve, joint pin respectively, and arrange spring collar in adapter sleeve, joint pin side arranges draw-in groove, and adapter sleeve, joint pin form rope mouth, and the longitudinal direction of a steel pipe is connected by rope mouth with another steel pipe.
Advantage of the present utility model and beneficial effect are:
1, wharf apron stake all adopts steel sheet pile in south.But this steel sheet pile does not use in the north, because the marine site tidal range in the north is large, the pressure change in seawater and land route greatly.Consider above factor, adjustment adopts steel pipe pile, and this steel pipe pile can solve or alleviate problem above.
2, the rope mouth between the utility model steel pipe and steel pipe, adopts T-steel to be connected with double embrace angle steel.Continue relative to employing S type rope mouth, construction method of the present utility model, its superiority is, the secondary welding of steel pipe pile is simple for process, reduces the complexity of foundation construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the steel tubular structure schematic diagram in Fig. 1.
Fig. 3 is another example structure schematic diagram of steel pipe.
Fig. 4 is the another example structure schematic diagram of steel pipe.
In figure, 1, Suo Kou; 2, steel pipe; 3, T-steel; 4, angle steel; 5, adapter sleeve; 6, spring collar; 7, joint pin; 8, draw-in groove.
Detailed description of the invention
As Figure 1-Figure 2, the utility model long piled wharf steel pipe pile, mainly comprise rope mouth 1, steel pipe 2, T-steel 3, angle steel 4 etc., concrete structure is as follows:
This steel pipe pile is that the side of each steel pipe 2 arranges angle steel 4, and the opposite side of each steel pipe 2 arranges T-steel 3 (Fig. 2) by the structure that rope mouth 1 connects between steel pipe 2, and the angle steel 4 between adjacent steel pipe 2 coordinates with T-steel 3 grafting and forms rope mouth 1.Angle steel 4 adopts double embrace angle steel, and double embrace angle steel is that two angle steel are oppositely arranged the structure forming middle opening, and this structure coordinates with T-steel 3 grafting.Thus, make the secondary welding of steel pipe pile simple for process, reduce the complexity of foundation construction.
As shown in Figure 3, steel pipe 2 both lateral sides of the present utility model arranges T-steel 3, angle steel 4 respectively, and the longitudinal both sides of steel pipe 2 arrange T-steel 3, angle steel 4 respectively, and T-steel 3, angle steel 4 form rope mouth, the horizontal and vertical of a steel pipe all can be connected by rope mouth with another steel pipe, connect more firm.
As shown in Figure 4, steel pipe 2 both lateral sides of the present utility model arranges T-steel 3, angle steel 4 respectively, and T-steel 3, angle steel 4 form rope mouth, and the transverse direction of a steel pipe is connected by rope mouth with another steel pipe; The longitudinal both sides of steel pipe 2 arrange adapter sleeve 5, joint pin 7 respectively, arrange spring collar 6 in adapter sleeve 5, joint pin 7 side arranges draw-in groove 8, and adapter sleeve 5, joint pin 7 form rope mouth, the longitudinal direction of a steel pipe is connected by rope mouth with another steel pipe, connects more firm.
Claims (3)
1. a long piled wharf steel pipe pile, it is characterized in that, this steel pipe pile is by the structure that rope mouth connects between steel pipe, and the side of each steel pipe arranges angle steel, the opposite side of each steel pipe arranges T-steel, and the angle steel between adjacent steel pipe coordinates with T-steel grafting and forms rope mouth; Angle steel adopts double embrace angle steel, and double embrace angle steel is that two angle steel are oppositely arranged the structure forming middle opening, and this structure coordinates with T-steel grafting.
2. according to long piled wharf steel pipe pile according to claim 1, it is characterized in that, steel pipe transverse both sides arrange T-steel, angle steel respectively, the longitudinal both sides of steel pipe arrange T-steel, angle steel respectively, T-steel, angle steel form rope mouth, and the horizontal and vertical of a steel pipe all can be connected by rope mouth with another steel pipe.
3. according to long piled wharf steel pipe pile according to claim 1, it is characterized in that, steel pipe transverse both sides arrange T-steel, angle steel respectively, and T-steel, angle steel form rope mouth, and the transverse direction of a steel pipe is connected by rope mouth with another steel pipe; The longitudinal both sides of steel pipe arrange adapter sleeve, joint pin respectively, and arrange spring collar in adapter sleeve, joint pin side arranges draw-in groove, and adapter sleeve, joint pin form rope mouth, and the longitudinal direction of a steel pipe is connected by rope mouth with another steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520747438.6U CN204940250U (en) | 2015-09-23 | 2015-09-23 | A kind of long piled wharf steel pipe pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520747438.6U CN204940250U (en) | 2015-09-23 | 2015-09-23 | A kind of long piled wharf steel pipe pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204940250U true CN204940250U (en) | 2016-01-06 |
Family
ID=55007692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520747438.6U Expired - Fee Related CN204940250U (en) | 2015-09-23 | 2015-09-23 | A kind of long piled wharf steel pipe pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204940250U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592575A (en) * | 2016-11-25 | 2017-04-26 | 江苏麦廊新材料科技有限公司 | Support pile for foundation pit or underground corridor body |
| CN112554170A (en) * | 2020-12-15 | 2021-03-26 | 上海公路桥梁（集团）有限公司 | Hasp steel-pipe pile and foundation ditch envelope |
-
2015
- 2015-09-23 CN CN201520747438.6U patent/CN204940250U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592575A (en) * | 2016-11-25 | 2017-04-26 | 江苏麦廊新材料科技有限公司 | Support pile for foundation pit or underground corridor body |
| CN112554170A (en) * | 2020-12-15 | 2021-03-26 | 上海公路桥梁（集团）有限公司 | Hasp steel-pipe pile and foundation ditch envelope |
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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 |
Granted publication date: 20160106 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |