CN205314142U - Pile foundation is hook for experiment - Google Patents

Pile foundation is hook for experiment Download PDF

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Publication number
CN205314142U
CN205314142U CN201620052670.2U CN201620052670U CN205314142U CN 205314142 U CN205314142 U CN 205314142U CN 201620052670 U CN201620052670 U CN 201620052670U CN 205314142 U CN205314142 U CN 205314142U
Authority
CN
China
Prior art keywords
hook
push
mobile jib
metal steel
rigid connection
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.)
Expired - Fee Related
Application number
CN201620052670.2U
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Chinese (zh)
Inventor
邱晨辰
沈雪
朱颖浩
沈扬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hohai University HHU
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Hohai University HHU
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hohai University HHU filed Critical Hohai University HHU
Priority to CN201620052670.2U priority Critical patent/CN205314142U/en
Application granted granted Critical
Publication of CN205314142U publication Critical patent/CN205314142U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The utility model discloses a pile foundation is hook for experiment, including mobile jib and the hook of setting at the mobile jib end, its characterized in that the mobile jib in be equipped with the push -and -pull device, metal steel sheet, lower metal steel sheet are gone up to the recess the recess be located the mobile jib both sides, push -and -pull device card in the recess, push -and -pull device and last metal steel sheet rigid connection, go up metal steel sheet and two upper end rigid connection that go up rigid connection rod, two lower rigid connection rod's lower extreme and lower metal steel sheet rigid connection, go up rigid connection rod and correspond with rigid connection rod down and articulate, the quadrangle of formation activity, the hook corresponds even fixedly with lower rigid connection rod lower extreme. The beneficial effects of the utility model are that: the handle that the mobile jib top set up is conveniently carried and being drawn, and the push -and -pull device can promote forward as required and stimulate backward on as for the recess, and fixed at any time, catch hold of the article of the different diameters of pull -up as required with a hook.

Description

A kind of pile foundation test hook
Technical field
The utility model relates to a kind of pile foundation test hook, a kind of when doing pile foundation test specifically, for lifting the device field of Steel Reinforcement Cage when especially castinplace pile is tested.
Background technology
Castinplace pile is as a kind of foundation treatment mode, due to friction when it has construction, little without soil compaction, noise, be suitable in advantages such as the intensive area uses of City Building, construction is widely used, castinplace pile is according to the difference of pore-forming technique, it is possible to be divided into dry operation to become the castinplace pile in hole, mud off to become the castinplace pile in hole and the castinplace pile etc. of manually digging hole. But due to different geological conditions and construction environment etc., usually needing to carry out chamber test research correlated performance and application possibility when running into concrete engineering, wherein the experiment process of model groove castinplace pile can be roughly: levelling of the land, deposit starting material, unwrapping wire location, casing are installed, driller insertion, slurrying, Slurry Storage and conveying, start boring, to the whole hole of design elevation, descending reinforcing cage, installation build conduit, inspection, mixing underwater concrete, delivering concrete to groove hole, build mud reclamation.
Castinplace pile is as the primary member of carrying upper load, reinforcing bar plays a part most important, usually there will be Steel Reinforcement Cage when transferring Steel Reinforcement Cage drops at the bottom of hole, the problems such as position skew, at this moment need to put on right position with hook Steel Reinforcement Cage of slinging, existing chamber test draw Steel Reinforcement Cage not facilitate all the time for hanging, mode efficiently, the such as mode of reinforcement welding crescent hook, hook is stretched in hole, rotate crescent hook to make it wale Steel Reinforcement Cage to sling again, the Steel Reinforcement Cage although the method can be sling, but first inconvenient operation, do not hold pulling apparatus easily, it is difficult to force, and device is heavier and is inconvenient to move, moreover the shape of crescent moon hook and subtended angle fix, can not effectively be applicable to the pile foundation of different diameter, the scope of application is narrower, not there is application.
Given this, how conveniently to lift Steel Reinforcement Cage, and the pile foundation being applicable to different diameter requirement needs a problem of solution badly.
Summary of the invention
Main purpose of the present utility model is to provide a kind of pile foundation test hook, and when overcoming lift Steel Reinforcement Cage, safety coefficient is low, inconvenient, is not suitable for the shortcoming of the pile foundation of different diameter.
In order to solve the problems of the technologies described above, the utility model adopts following technical proposals: a kind of pile foundation test hook, comprise mobile jib and it is arranged on the hook of mobile jib end, it is characterized in that described mobile jib is provided with push-pull device, groove, upper metal steel disc, groove described in lower metal steel disc is positioned at mobile jib both sides, described push-pull device card is in a groove, described push-pull device and upper metal steel disc are rigidly connected, the upper end of described upper metal steel disc and two upper rigid connecting rods is rigidly connected, lower end and the lower metal steel disc of two lower rigid connecting rods are rigidly connected, described upper rigid connecting rod is corresponding hinged with lower rigid connecting rod, the tetragon of formation activity, described hook is corresponding with the lower lower end of rigid connecting rod to be fixedly connected with.
Described push-and-pull part comprises fixed part and push-and-pull part, described fixed part comprises union lever and fixed blocks, and described push-and-pull part comprises fixing brace and main part, and main part has card groove, union lever and card groove are flexibly connected, and fixing brace and groove are flexibly connected.
Described mobile jib and handle are rigidly connected.
The useful effect that the utility model reaches:
The convenient lift of the handle that mobile jib top is arranged, push-pull device is as, on groove, can promote forward as required and pull, and fix at any time backward; Four rigid link can realize level, vertical direction moves and rotates, and drives hook closed fully and open, the article of hook pull-up different diameter as required; Conveniently operate and also indirectly improve the safety coefficient in work.
Accompanying drawing explanation
Fig. 1 is pile foundation test hook one-piece construction schematic diagram;
Fig. 2 is push-pull device push-and-pull part-structure schematic diagram;
Fig. 3 is push-pull device fixed part Facad structure schematic diagram;
Fig. 4 is push-pull device fixed part reverse side structural representation.
In figure 1 is handle, and 2 is upper rigid connecting rod, and 3 is push-pull device, and 4 is lower rigid connecting rod, and 5 is mobile jib, 6 is groove, and 7 is upper metal steel disc, and 8 is lower metal steel disc, and 9 is fixing brace, and 10 is fixed part, 11 is push-and-pull part, and 12 is hook, and 13 is fixed blocks, and 14 is union lever.
Embodiment
Below in conjunction with accompanying drawing, the utility model is further described. Following examples are only for clearly illustrating the technical solution of the utility model, and can not limit protection domain of the present utility model with this.
Such as Fig. 1, shown in 2 and 3, a kind of pile foundation test hook, comprise mobile jib 5 and it is arranged on the hook 12 of mobile jib end, its structure is in described mobile jib 5 to be provided with push-pull device 3, groove 6, upper metal steel disc 7, groove 6 described in lower metal steel disc 8 is positioned at mobile jib 5 both sides, described push-pull device 3 is stuck in groove 6, described push-pull device 3 is rigidly connected with upper metal steel disc 7, the upper end of described upper metal steel disc 7 and two upper rigid connecting rods 2 is rigidly connected, lower end and the lower metal steel disc 8 of two lower rigid connecting rods 4 are rigidly connected, described upper rigid connecting rod 2 is corresponding hinged with lower rigid connecting rod 4, the tetragon of formation activity, described hook 12 and lower rigid connecting rod 4 times ends are corresponding to be fixedly connected with.
Described push-and-pull part comprises fixed part 10 and push-and-pull part 11, described fixed part 10 comprises union lever 14 and fixed blocks 13, and described push-and-pull part comprises fixing brace 9 and main part, and main part has card groove, union lever 14 and card groove are flexibly connected, and fixing brace 9 and groove 6 are flexibly connected.
Described mobile jib 5 is rigidly connected with handle 1.
Embodiment:
A kind of pile foundation test hook, hook is mentioned to required pile foundation hole place by handle 1, push-pull device fixed part 10 is promoted downwards and contacts with push-and-pull part 11, pin described push-and-pull part 11 upwards to pull, described push-pull device 3 pulls bolt by upper metal steel disc 7, two upper rigid connecting rods 2 rotate inside bolt upwards rigid connecting rod 9, also rotate inside two lower rigid connecting rods 4 while that two lower rigid connecting rods 4 being under the pulling of hook 12 action of gravity, thus the tetragon of two upper rigid connecting rods 2 and two lower rigid connecting rod 4 compositions is crushed, described hook 12 closes to the inside, conveniently stretch in hole,
Hook entirety is stretched in hole, arrive pre-position, pin described push-pull device 3 to promote downwards, described push-pull device 3 drives described upper metal steel disc 7 to move down, described upper metal steel disc 7 continues by bolt to promote described two upper rigid connecting rods 2 downwards, the upper rigid connecting rod 2 of described two laterally rotates, the lower rigid connecting rod 4 of described two also outwards opens simultaneously, described hook 12 is driven outwards to open, diameter according to driven piles base, when being flared to correct position place, the fixed part 10 of described push-pull device 3 is upwards pulled, fixed blocks 15 is mobile backward forces fixing brace 9 to expand outwardly, the projection part of described fixing brace 9 upper end drops on described groove 6 li just, fix push-pull device, described hook 12 is fixed, upwards lifted by described handle 1, Steel Reinforcement Cage value concrete placement in pull-up pile foundation hole completes.
The above is only preferred implementation of the present utility model; should be understood that; for those skilled in the art; under the prerequisite not departing from the utility model know-why; can also making some improvement and distortion, these improve and distortion also should be considered as protection domain of the present utility model.

Claims (3)

1. a pile foundation test hook, comprise mobile jib (5) and it is arranged on the hook (12) of mobile jib end, it is characterized in that described mobile jib (5) is provided with push-pull device (3), groove (6), upper metal steel disc (7), lower metal steel disc (8), described groove (6) is positioned at mobile jib (5) both sides, described push-pull device (3) and groove (6) are flexibly connected, described push-pull device (3) and upper metal steel disc (7) are rigidly connected, described upper metal steel disc (7) is rigidly connected with the upper end of two upper rigid connecting rods (2), lower end and the lower metal steel disc (8) of two lower rigid connecting rods (4) are rigidly connected, described upper rigid connecting rod (2) is corresponding hinged with lower rigid connecting rod (4), the tetragon of formation activity, described hook (12) is corresponding with the lower end of lower rigid connecting rod (4) to be fixedly connected with.
2. a kind of pile foundation test hook according to claim 1, it is characterized in that described push-and-pull part comprises fixed part (10) and push-and-pull part (11), described fixed part (10) comprises union lever (14) and fixed blocks (13), described push-and-pull part comprises fixing brace (9) and main part, main part has card groove, union lever (14) and card groove are flexibly connected, and fixing brace (9) and groove (6) are flexibly connected.
3. a kind of pile foundation test hook according to claim 1, it is characterised in that: handle (1) and mobile jib (5) are rigidly connected.
CN201620052670.2U 2016-01-20 2016-01-20 Pile foundation is hook for experiment Expired - Fee Related CN205314142U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620052670.2U CN205314142U (en) 2016-01-20 2016-01-20 Pile foundation is hook for experiment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620052670.2U CN205314142U (en) 2016-01-20 2016-01-20 Pile foundation is hook for experiment

Publications (1)

Publication Number Publication Date
CN205314142U true CN205314142U (en) 2016-06-15

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620052670.2U Expired - Fee Related CN205314142U (en) 2016-01-20 2016-01-20 Pile foundation is hook for experiment

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110524452A (en) * 2019-07-26 2019-12-03 中国航空工业集团公司济南特种结构研究所 A kind of enclosure space quickly positions tensioning mechanism

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110524452A (en) * 2019-07-26 2019-12-03 中国航空工业集团公司济南特种结构研究所 A kind of enclosure space quickly positions tensioning mechanism

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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: 20160615

Termination date: 20190120

CF01 Termination of patent right due to non-payment of annual fee