CN202785257U - Control device used for hoisting and positioning steel reinforcement cage of manual hole digging piles - Google Patents
Control device used for hoisting and positioning steel reinforcement cage of manual hole digging piles Download PDFInfo
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- CN202785257U CN202785257U CN 201220408058 CN201220408058U CN202785257U CN 202785257 U CN202785257 U CN 202785257U CN 201220408058 CN201220408058 CN 201220408058 CN 201220408058 U CN201220408058 U CN 201220408058U CN 202785257 U CN202785257 U CN 202785257U
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- steel reinforcement
- reinforcement cage
- hoisting
- hanger
- cross beam
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Abstract
The utility model provides a control device used for hoisting and positioning a steel reinforcement cage of manual hole digging piles, and belongs to auxiliary devices for the hole digging piles. The control device is characterized in that the control device mainly comprises a carrying pole beam, upper hoisting lugs, lower hoisting lugs and aligning outriggers, wherein the carrying pole beam is formed by welding a longitudinal beam and a cross beam which are of equal length in a cross shape; the upper hoisting lugs with holes are respectively and symmetrically welded on the upper surfaces of the longitudinal beam and the cross beam of the carrying pole beam at intervals; the lower hoisting lugs with holes are respectively and symmetrically welded on the bottom surfaces of the longitudinal beam and the cross beam of the carrying pole beam at intervals, and the center positions of the hoisting holes in the lower hoisting lugs are enabled to be corresponding to and consistent with a front main reinforcement, a back main reinforcement, a left main reinforcement and a right reinforcement on the circumference of the steel reinforcement cage; the vertical downward cuboid aligning outriggers are respectively welded at the two end parts of the longitudinal beam and the cross beam of the carrying pole beam; and the center line and the verticality of the steel reinforcement cage are adjusted through manually aligning the center lines and the verticality of the four aligning outriggers, so that the problem that the center line and the verticality of the steel reinforcement cage are difficult to control when the steel reinforcement cage is mounted is effectively solved.
Description
Technical field
The utility model belongs to the dug pile auxiliary device, especially relates to a kind of control setup of manually digging hole pile cages.
Background technology
Artificial digging pile is because of the advantage such as its stress performance is good, easy construction, cost are low, under good geologic condition, be widely used, artificial digging pile is in construction, usually by loop wheel machine steel reinforcement cage is put into a hole after the stake hole is dug, but because the length of steel reinforcement cage is longer, conventional lifting can make steel reinforcement cage because of stressed be out of shape or put into a hole because of stake at the bottom of the error of perpendicularity uneven or the stake hole the center and the squareness that cause too greatly steel reinforcement cage to be installed be difficult to control.
Summary of the invention
The purpose of this utility model is the control setup that proposes a kind of artificial digging pile reinforcing bar cage hoisting, location usefulness, not only simple and reasonable, easy to make, safe and reliable, and when effectively solving steel reinforcement cage and installing, its center and squareness heavy handled problem.
The purpose of this utility model is achieved like this: a kind of artificial digging pile reinforcing bar cage hoisting, the control setup (abbreviation control setup) of location usefulness, it is characterized in that: this artificial digging pile reinforcing bar cage hoisting, the control setup of location usefulness is mainly by shoulder pole girder, upper hanger, lower hanger and levelling supporting leg form, shoulder pole girder is criss-cross by isometric longitudinal and cross beam and is welded, this shoulder pole girder can be made by No. 10 channel-section steels, the interval upper hanger with holes that is welded symmetrically respectively on the upper surface of the longitudinal and cross beam of shoulder pole girder, the interval lower hanger with holes that is welded symmetrically respectively on the basal surface of the longitudinal and cross beam of shoulder pole girder, and make that the position of main muscle is corresponding consistent on the circumference of lifting hole(eyelet) center and steel reinforcement cage on each time hanger all around, hanger on this, lower hanger all can be made for the 10mm steel plate by thick, be welded respectively at the both ends of the longitudinal and cross beam of the shoulder pole girder levelling supporting leg of cuboid of vertical underlying, this levelling supporting leg height can be 300-400mm.
During use, four upper hangers of this control setup are connected with crane with steel rope, four lower hangers are connected with the steel rope hook, each steel rope hook correspondence tangles steel reinforcement cage, steel reinforcement cage is sling and put into a hole with crane, this control setup is positioned at the top in a hole, shed first the steel rope on the hanger and remove loop wheel machine, line of centers by four of artificial levelling levelling supporting leg and highly adjust line of centers and the squareness of steel reinforcement cage, when concrete strength to be built reaches 70%, four lower hangers and each steel rope hook are all shed.
The control setup of the artificial digging pile reinforcing bar cage hoisting that the utility model proposes, location usefulness, not only simple and reasonable, easy to make, safe and reliable, and its line of centers and squareness heavy handled problem when effectively having solved steel reinforcement cage and installing.
The control setup of the artificial digging pile reinforcing bar cage hoisting that now in conjunction with the accompanying drawings and embodiments the utility model is proposed, location usefulness is described further.
Description of drawings
Fig. 1 is that the master of the control setup of the artificial digging pile reinforcing bar cage hoisting that proposes of the utility model, location usefulness looks scheme drawing.
Fig. 2 is the schematic top plan view of the control setup of the artificial digging pile reinforcing bar cage hoisting that proposes of the utility model, location usefulness.
Fig. 3 is the use scheme drawing of the control setup of the artificial digging pile reinforcing bar cage hoisting that proposes of the utility model, location usefulness.
Among Fig. 1, Fig. 2, Fig. 3: 1, shoulder pole girder 2, upper hanger 3, lower hanger 4, levelling supporting leg 5, steel rope 6, steel rope hook 7, steel reinforcement cage.
The specific embodiment
From Fig. 1-Fig. 3, can find out: a kind of artificial digging pile reinforcing bar cage hoisting, the control setup (abbreviation control setup) of location usefulness, it is characterized in that: this artificial digging pile reinforcing bar cage hoisting, the control setup of location usefulness is mainly by shoulder pole girder 1, upper hanger 2, lower hanger 3 and levelling supporting leg 4 form, shoulder pole girder 1 is criss-cross by isometric longitudinal and cross beam and is welded, this shoulder pole girder 1 can be made by No. 10 channel-section steels, the interval upper hanger 2 with holes that is welded symmetrically respectively on the upper surface of the longitudinal and cross beam of shoulder pole girder 1, the interval lower hanger 3 with holes that is welded symmetrically respectively on the basal surface of the longitudinal and cross beam of shoulder pole girder 1, and make that the position of main muscle is corresponding consistent on the circumference of lifting hole(eyelet) center and steel reinforcement cage 7 on each time hanger 3 all around, hanger 2 on this, lower hanger 3 all can be made for the 10mm steel plate by thick, be welded respectively at the both ends of the longitudinal and cross beam of the shoulder pole girder 1 levelling supporting leg 4 of cuboid of vertical underlying, these levelling supporting leg 4 height can be 300-400mm.
During use, four upper hanger 2 usefulness steel ropes 5 of this control setup are connected with crane, four lower hangers 3 are connected with steel rope hook 6, each steel rope is linked up with 6 correspondences and is tangled steel reinforcement cage 7, steel reinforcement cage 7 is sling and put into a hole with crane, this control setup is positioned at the top in a hole, shed first the steel rope 5 on the hanger 2 and remove loop wheel machine, line of centers by four of artificial levelling levelling supporting leg 4 and highly adjust line of centers and the squareness of steel reinforcement cage 7, when concrete strength to be built reaches 70%, four lower hangers 3 and each steel rope hook 6 are all shed.
Claims (4)
1. artificial digging pile reinforcing bar cage hoisting, the control setup of location usefulness, it is characterized in that: this artificial digging pile reinforcing bar cage hoisting, the control setup of location usefulness is mainly by shoulder pole girder (1), upper hanger (2), lower hanger (3) and levelling supporting leg (4) form, shoulder pole girder (1) is criss-cross by isometric longitudinal and cross beam and is welded, the interval is welded upper hanger (2) symmetrically with holes respectively on the upper surface of the longitudinal and cross beam of shoulder pole girder (1), the interval is welded lower hanger (3) symmetrically with holes respectively on the basal surface of the longitudinal and cross beam of shoulder pole girder (1), and make that the position of main muscle is corresponding consistent on the circumference of lifting hole(eyelet) center and steel reinforcement cage (7) on each time hanger (3) all around, the levelling supporting leg (4) of the cuboid of the vertical underlying that is welded respectively at the both ends of the longitudinal and cross beam of shoulder pole girder (1).
2. the control setup of artificial digging pile reinforcing bar cage hoisting according to claim 1, location usefulness is characterized in that this shoulder pole girder (1) is made by No. 10 channel-section steels.
3. the control setup of artificial digging pile reinforcing bar cage hoisting according to claim 1, location usefulness is characterized in that hanger on this (2), lower hanger (3) make for the 10mm steel plate by thick.
Artificial digging pile reinforcing bar cage hoisting according to claim 1, the location usefulness control setup, the height that it is characterized in that this levelling supporting leg (4) is 300-400mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220408058 CN202785257U (en) | 2012-08-17 | 2012-08-17 | Control device used for hoisting and positioning steel reinforcement cage of manual hole digging piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220408058 CN202785257U (en) | 2012-08-17 | 2012-08-17 | Control device used for hoisting and positioning steel reinforcement cage of manual hole digging piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202785257U true CN202785257U (en) | 2013-03-13 |
Family
ID=47812565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220408058 Expired - Lifetime CN202785257U (en) | 2012-08-17 | 2012-08-17 | Control device used for hoisting and positioning steel reinforcement cage of manual hole digging piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202785257U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013091A (en) * | 2016-06-30 | 2016-10-12 | 中国五冶集团有限公司 | Steel reinforcement cage positioning device and positioning method used for building construction |
| CN109113052A (en) * | 2017-06-26 | 2019-01-01 | 五冶集团上海有限公司 | A kind of filling pile cage of reinforcement installation and locating method |
| CN111005412A (en) * | 2019-12-30 | 2020-04-14 | 中交路桥建设有限公司 | Centering device, structure and installation method for pile foundation reinforcement cage installation |
-
2012
- 2012-08-17 CN CN 201220408058 patent/CN202785257U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013091A (en) * | 2016-06-30 | 2016-10-12 | 中国五冶集团有限公司 | Steel reinforcement cage positioning device and positioning method used for building construction |
| CN109113052A (en) * | 2017-06-26 | 2019-01-01 | 五冶集团上海有限公司 | A kind of filling pile cage of reinforcement installation and locating method |
| CN111005412A (en) * | 2019-12-30 | 2020-04-14 | 中交路桥建设有限公司 | Centering device, structure and installation method for pile foundation reinforcement cage installation |
| CN111005412B (en) * | 2019-12-30 | 2024-05-28 | 中交路桥建设有限公司 | Pile foundation reinforcement cage installation centering device, structure and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130313 |