CN215669507U - A steel-pipe pile cable suspension device for implanting socketed foundation construction - Google Patents
A steel-pipe pile cable suspension device for implanting socketed foundation construction Download PDFInfo
- Publication number
- CN215669507U CN215669507U CN202121511481.4U CN202121511481U CN215669507U CN 215669507 U CN215669507 U CN 215669507U CN 202121511481 U CN202121511481 U CN 202121511481U CN 215669507 U CN215669507 U CN 215669507U
- Authority
- CN
- China
- Prior art keywords
- pipe pile
- steel
- hanging
- steel pipe
- wire rope
- 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.)
- Active
Links
Images
Abstract
The utility model discloses a steel pipe pile hanging device for embedded rock foundation construction, which consists of a hanging sling, a cushion block, an annular beam, a support bracket, a shackle and a steel wire rope, wherein the hanging sling is connected with a main lifting lug at the pile top of a steel pipe pile through the shackle and the steel wire rope, and is dropped on the cushion block and hung on a steel casing through the annular beam and the support bracket during installation. Therefore, the steel pipe pile hanging device can realize the hanging of the steel pipe pile, has the advantages of simple structure, definite stress and convenient construction, saves connecting section steel pipes, and reduces the installation difficulty and risk of the steel pipe pile; the steel pipe pile can be ensured to be vertical by adopting the steel wire rope hanging, and the verticality is ensured; the elevation of the pile top can be accurately controlled by arranging the cushion block, and the design requirement is met; the hanging load of the steel pipe pile is borne by the steel casing, so that the load requirement on a construction platform is reduced; the hanging sling, the steel wire rope, the annular beam and the supporting bracket can be repeatedly used, and the construction cost is saved.
Description
Technical Field
The utility model relates to the field of wind power and bridge construction, in particular to a steel pipe pile hanging device for offshore wind power plant embedded rock foundation construction.
Background
At present, the embedded rock foundation is the world initiative, and the construction experience of reference is not available yet. The steel pipe pile implanted into the rock-socketed foundation has heavy weight, long pile length and pile top below the water surface, and is difficult to hang during construction and installation precision is difficult to guarantee.
The hanging scheme commonly used is that a steel pipe connecting section is arranged at the top of the steel pipe pile, and the steel pipe pile is hung to the construction platform through flange extension, so that the actual hoisting length and the hoisting weight of the steel pipe pile are increased, the installation difficulty and the risk of the steel pipe pile are increased, and the construction difficulty of a drilled pile is indirectly increased.
Disclosure of Invention
The utility model aims to provide a steel pipe pile hanging device for embedded rock foundation construction, which can ensure that a steel pipe pile is smoothly installed in a pile hole to be quickly hung and can accurately control the verticality and the pile top elevation of the steel pipe pile.
The purpose of the utility model is realized as follows:
the utility model provides a steel-pipe pile cable suspension device for implanting socketed foundation construction, the characteristic is: the steel pile support device comprises a hanging hanger, cushion blocks, an annular beam, support brackets, shackles and a steel wire rope, wherein the support brackets are uniformly arranged and welded on the outer side wall of a steel casing according to 4 multiplied by 90 degrees, the annular beam is welded and fixed on the top surface of each support bracket, and the two cushion blocks for adjusting the top elevation of a steel pipe pile are welded and fixed on the top surface of the annular beam; a hanging sling for hanging the steel pipe pile is placed on the top surface of the cushion block, the upper end of the steel wire rope is connected with a bottom lifting lug at the bottom of the hanging sling of the steel pipe pile through a shackle, and the lower end of the steel wire rope is connected with a main lifting lug at the top of the steel pipe pile; the steel pipe pile is positioned at the geometric center position inside the steel casing in a hanging state.
The supporting bracket, the annular beam and the hanging hanger are all box-type structures, the cushion block is located right above the supporting bracket, and the height of the cushion block is determined according to an actual measurement result.
The steel pipe pile hanging device comprises a hanging hanger, a cushion block, an annular beam, a support bracket, a shackle and a steel wire rope, wherein the hanging hanger is connected with a main lifting lug of a pile top of a steel pipe pile through the shackle and the steel wire rope, the hanging hanger is dropped on the cushion block during installation, hanging load of the steel pipe pile is transmitted to the hanging hanger through the shackle and the steel wire rope, then transmitted to the annular beam through the cushion block and finally transmitted to a steel casing through the support bracket, the annular beam is welded with the top surface of the support bracket, the annular beam, the support bracket and the steel casing bear radial load together, and vertical load is borne by the steel casing, so that the steel pipe pile is hung.
Therefore, the steel pipe pile hanging device can realize the hanging of the steel pipe pile, has the advantages of simple structure, definite stress and convenient construction, saves connecting section steel pipes, and reduces the installation difficulty and risk of the steel pipe pile; the steel pipe pile can be ensured to be vertical by adopting the steel wire rope hanging, and the verticality is ensured; the elevation of the pile top can be accurately controlled by arranging the cushion block, and the design requirement is met; the hanging load of the steel pipe pile is borne by the steel casing, so that the load requirement on a construction platform is reduced; the hanging sling, the steel wire rope, the annular beam and the supporting bracket can be repeatedly used, and the construction cost is saved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a state diagram of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings in conjunction with examples.
A steel pipe pile hanging device for embedding rock-socketed foundation construction comprises a hanging hanger 2, cushion blocks 3, an annular beam 4, support brackets 5, shackles 9 and steel wire ropes 6, wherein the support brackets 5 are uniformly arranged and welded on the outer side wall of a steel casing 7 according to an angle of 4 multiplied by 90 degrees, the annular beam 4 is welded and fixed on the top surface of each support bracket 5, and the two cushion blocks 3 for adjusting the top elevation of a steel pipe pile 1 are welded and fixed on the top surface of each annular beam 4; a hanging sling 2 for hanging the steel pipe pile 1 is placed on the top surface of the cushion block 3, the upper end of a steel wire rope 6 is connected with a bottom lifting lug 10 at the bottom of the hanging sling 2 of the steel pipe pile 1 through a shackle 9, and the lower end of the steel wire rope 6 is connected with a main lifting lug 8 at the top of the steel pipe pile 1; the steel pipe pile 1 is positioned at the geometric center position inside the steel casing 7 in a hanging state.
The supporting bracket 5, the annular beam 4 and the hanging hanger 2 are all box-type structures, the cushion block 3 is located right above the supporting bracket 5, and the height of the cushion block 3 is determined according to actual measurement results.
The working principle is as follows: the hanging load of the steel pipe pile 1 is transmitted to a hanging hanger 2 through a shackle 9 and a steel wire rope 6, then is transmitted to an annular beam 4 through a cushion block 3, and finally is transmitted to a steel casing 7 through a support bracket 5, the annular beam 4 is welded with the top surface of the support bracket 5, the annular beam 4, the support bracket 5 and the steel casing 7 bear the radial load together, and the vertical load is borne by the steel casing 7.
Claims (3)
1. The utility model provides a steel-pipe pile cable suspension device for implanting socketed foundation construction, the characteristic is: the steel pile support device comprises a hanging hanger, cushion blocks, an annular beam, support brackets, shackles and a steel wire rope, wherein the support brackets are uniformly arranged and welded on the outer side wall of a steel casing according to 4 multiplied by 90 degrees, the annular beam is welded and fixed on the top surface of each support bracket, and the two cushion blocks for adjusting the top elevation of a steel pipe pile are welded and fixed on the top surface of the annular beam; a hanging sling for hanging the steel pipe pile is placed on the top surface of the cushion block, the upper end of the steel wire rope is connected with a bottom lifting lug at the bottom of the hanging sling of the steel pipe pile through a shackle, and the lower end of the steel wire rope is connected with a main lifting lug at the top of the steel pipe pile; the steel pipe pile is positioned at the geometric center position inside the steel casing in a hanging state.
2. The steel pipe pile hanging device for the embedded rock foundation construction according to claim 1, characterized in that: the supporting bracket, the annular beam and the hanging sling are all box-shaped structures.
3. The steel pipe pile hanging device for the embedded rock foundation construction according to claim 1, characterized in that: the cushion block is positioned right above the supporting bracket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121511481.4U CN215669507U (en) | 2021-07-05 | 2021-07-05 | A steel-pipe pile cable suspension device for implanting socketed foundation construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121511481.4U CN215669507U (en) | 2021-07-05 | 2021-07-05 | A steel-pipe pile cable suspension device for implanting socketed foundation construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215669507U true CN215669507U (en) | 2022-01-28 |
Family
ID=79978562
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121511481.4U Active CN215669507U (en) | 2021-07-05 | 2021-07-05 | A steel-pipe pile cable suspension device for implanting socketed foundation construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215669507U (en) |
-
2021
- 2021-07-05 CN CN202121511481.4U patent/CN215669507U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102587288B (en) | Method for lifting steel box girder segments of cable-stayed bridge | |
| CN113006075B (en) | Steel pipe pile implanting method for implanting rock-socketed pile foundation construction | |
| CN213834278U (en) | Dig a major diameter overlength steel reinforcement cage hoist and mount auxiliary device soon | |
| CN106586811A (en) | Hoisting overturning device for concrete tower drum and hoisting overturning method | |
| CN110759222A (en) | Take quick hoist device of PC wallboard of counter weight | |
| CN204456109U (en) | A kind of steel pipe pile lifting piling construction tackling system | |
| CN111395395A (en) | Installation process of subway deep foundation pit cover excavation lower supporting system | |
| CN105464456A (en) | Method and lifting sling for assembling extra-high voltage transmission iron tower through helicopter | |
| CN215669507U (en) | A steel-pipe pile cable suspension device for implanting socketed foundation construction | |
| CN108570989A (en) | The suspension vertical adjustment system placed in the middle and construction method of pile foundation steel lattice column | |
| CN202864675U (en) | Shaft-type part hoisting tool | |
| CN211444740U (en) | Shaft pipeline hoist device | |
| CN211169496U (en) | Take quick hoist device of PC wallboard of counter weight | |
| CN204198329U (en) | Anchor pole hanging device | |
| CN210914944U (en) | Adjustable multilayer cross-shaped lifting appliance | |
| CN112359804B (en) | Hoisting and mounting method for bolt type pile leg | |
| CN115043306A (en) | Overweight underground diaphragm wall joint double-machine lifting device and lifting method thereof | |
| CN210393401U (en) | Hoisting and positioning device for stand column | |
| CN113928978B (en) | Hoisting construction method for preventing basement steel column at deep foundation pit supporting position from being hung | |
| CN202657829U (en) | Hoisting in place device for fixing branch hinge of arc gate | |
| CN206970086U (en) | A kind of hanging apparatus | |
| CN220078419U (en) | Movable support hinge herringbone mast hoisting device | |
| CN107140533B (en) | A kind of hanging method of concrete T type crane girder | |
| CN210029722U (en) | Prefabricated hollow mound hoist and mount positioner | |
| CN217676475U (en) | A safe lifting device that goes up and down for oil drilling |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230609 Address after: 332000 No.20, baishuihu Road, Xunyang District, Jiujiang City, Jiangxi Province Patentee after: THE 5TH ENGINEERING Co.,Ltd. MBEC Patentee after: GUANGDONG YUEDIAN YANGJIANG OFFSHORE WIND POWER CO.,LTD. Patentee after: Guangdong Yuedian Zhuhai offshore wind power Co.,Ltd. Address before: 332000 No.20, baishuihu Road, Xunyang District, Jiujiang City, Jiangxi Province Patentee before: THE 5TH ENGINEERING Co.,Ltd. MBEC |