CN203129202U

CN203129202U - Deviation rectifying device for tube pile

Info

Publication number: CN203129202U
Application number: CN 201320094833
Authority: CN
Inventors: 潘伟峰; 吴洪波; 华豪勋; 李辉
Original assignee: DARONG CONSTRUCTION GROUP Co Ltd
Current assignee: DARONG CONSTRUCTION GROUP Co Ltd
Priority date: 2013-03-03
Filing date: 2013-03-03
Publication date: 2013-08-14
Anticipated expiration: 2023-03-03

Abstract

The utility model discloses a deviation rectifying device for a tube pile. The deviation-rectifying device comprises a drawing steel wire rope (1), four steel wire rope sleeves (2), a first hand-drive block (3) and a second hand-drive block (4). A hook (5) is respectively arranged at two ends of each hand-drive block, the drawing steel wire rope (1) is sleeved on the tube pile (6) to be corrected, the hook (5) arranged at the front end of the first hand-drive block (3) is connected with two steel wire rope sleeves (2), the hook (5) arranged at the front end of the second hand-drive block (4) is connected with another two steel wire rope sleeves (2), the two steel wire rope sleeves (2) connected with the front end of the first hand-drive block (3) are in sleeve fit with two anchor piles (7) in the same group respectively, and the two steel wire rope sleeves (2) connected with the front end of the second hand-drive block (4) are in sleeve fit with another two anchor piles (7) in another group respectively. The deviation rectifying device is high in generality, low in operation accuracy requirement, high in construction speed and high in efficiency.

Description

The correction means for correcting of pile tube

Technical field

The utility model relates to the construction installation in a kind of civil engineering, specifically is a kind of correction means for correcting that is applicable to the pile tube in the weak soil environment.

Background technology

Prestressed concrete pipe pile is called for short pile tube, because pile tube possesses that cost is low, speed of application is fast, the construction mud-less pollution, vertically to advantages such as bearing capacity are good, so along with expanding economy, pile tube as the application of the basis of building in industry and civilian construction more and more widely.Yet, the level of pile tube to bearing capacity a little less than, cut the earth near the good pile tube of construction the weak soil or when squeezing into new pile tube, often because method is improper, can cause the soil body lateral pressure of weak soil bigger than normal, cause level that the soil body lateral pressure of weak soil surpasses pile tube to bearing capacity, the situation of deflection, fracture appears in the good pile tube that makes construction.In case above-mentioned situation occurs, just need correction, proofread and correct and reinforce pile tube.

When needing correction to proofread and correct pile tube, opposite direction with this pile tube deflection serves as to correct direction, choose two groups four along correcting the symmetrical fully pile tube of direction as anchoring pile, in other words, two anchoring piles are one group, two anchoring piles of every group respectively with two anchoring piles of another group along correcting the direction symmetry, core is irritated to strengthen the intensity of single anchoring pile with concrete in each root anchoring pile inside, and at concrete bearing platform of two anchoring piles cast of same group, make two anchoring piles of same group form an integral body through concrete bearing platform, the correction means for correcting that utilizes pile tube then is connected two groups of anchoring piles so that the stretch-draw correction with pile tube to be corrected.

As shown in Figure 1, the correction means for correcting of the pile tube of prior art comprises a haulage cable 101, four steel wire loops 102, first bottle gouard moved by hands 103 and second bottle gouard moved by hands 104, a hook 105 is respectively established at the two ends of each bottle gouard moved by hands, haulage cable 101 is linked on the pile tube to be corrected 106 and the two ends of haulage cable 101 are connected with the rear end hook 105 of the rear end of first bottle gouard moved by hands 103 hook 105 and second bottle gouard moved by hands 104 respectively, the hook 105 of the front end of first bottle gouard moved by hands 103 is connected with two steel wire loops 102, anchoring pile 107 fits in one of them steel wire loop 102 and the one group of anchoring pile 107, anchoring pile 107 fits in another steel wire loop 102 and another group anchoring pile 107, the hook 105 of second bottle gouard moved by hands, 104 front ends is connected with two other steel wire loop 102, anchoring pile 107 fits in anchoring pile 107 fits in one of them steel wire loop 102 and the one group of anchoring pile 107, another steel wire loop 102 and another group anchoring pile 107.

Two steel wire loops that are connected with same bottle gouard moved by hands respectively with on the same group two anchoring pile fits not, such design be for make two bottle gouards moved by hands stressed evenly.As long as handle two bottle gouards moved by hands with onesize power, traction pulls the two ends of the haulage cable that is connected with two bottle gouard moved by hands rear ends, form and make a concerted effort, making pile tube to be corrected be made a concerted effort to pull along correcting direction moves, be corrected until pile tube, at last, be corrected pile tube space all around with sandy soil backfill, and irritate core to strengthen intensity for the pile tube that is corrected with concrete.

There is following defective in the correction means for correcting of the pile tube of prior art: because this device is according to correcting the strict symmetry of direction, but at the construction field (site), be difficult to find four anchoring piles of complete symmetry, so versatility is poor, and owing to require symmetry, performance accuracy requires high, and speed of application is slow, inefficiency.

Summary of the invention

The technical problems to be solved in the utility model is, the correction means for correcting of a kind of highly versatile, the performance accuracy requirement is low, speed of application is fast, efficient is high pile tube is provided.

Technical solution of the present utility model is, a kind of correction means for correcting of pile tube is provided, it comprises a haulage cable, four steel wire loops, first bottle gouard moved by hands and second bottle gouard moved by hands, a hook is respectively established at the two ends of each bottle gouard moved by hands, haulage cable is linked on the pile tube to be corrected and the two ends of haulage cable are connected with the rear end hook of first bottle gouard moved by hands and the rear end hook of second bottle gouard moved by hands respectively, the hook of the front end of first bottle gouard moved by hands is connected with two steel wire loops, the hook of the second bottle gouard moved by hands front end is connected with two other steel wire loop, two steel wire loops that are connected with the first bottle gouard moved by hands front end respectively with two anchoring pile fits of same group; Two steel wire loops that are connected with the second bottle gouard moved by hands front end respectively with other one group two anchoring pile fits.

After adopting above structure, the correction means for correcting of the utility model pile tube compared with prior art has the following advantages:

Because two steel wire loops that are connected with same bottle gouard moved by hands and two anchoring pile fits of same group, like this, this correction means for correcting no longer requires along correcting the direction symmetry, as long as satisfying certain condition (seeing specific embodiment), two pulling force make the resultant direction of two pulling force maintain the correction direction, so can be random select intact pile tube as anchoring pile on-site, versatility strengthens significantly, and owing to no longer require to be symmetrical arranged, so it is low that performance accuracy requires, natural speed of application is fast, efficient is high.

Description of drawings

Fig. 1 is the plan structure schematic diagram of the correction means for correcting of prior art.

Fig. 2 is the plan structure schematic diagram of the correction means for correcting of the utility model pile tube.

Fig. 3 is the side-looking structural representation of the correction means for correcting of the utility model pile tube.

Fig. 4 is the force analysis schematic diagram of the correction means for correcting of the utility model pile tube.

Shown in the figure

Component 101, the haulage cable of the correction means for correcting of prior art, 102, steel wire loop, 103, first bottle gouard moved by hands, 104, second bottle gouard moved by hands, 105, hook, 106, pile tube to be corrected, 107, anchoring pile;

1, haulage cable, 2, steel wire loop, 3, first bottle gouard moved by hands, 4, second bottle gouard moved by hands, 5, hook, 6, pile tube to be corrected, 7, anchoring pile, 8, concrete bearing platform.

The specific embodiment

The utility model is described in further detail below in conjunction with the drawings and specific embodiments.

As Fig. 1, Fig. 2, Fig. 3, shown in Figure 4, the correction means for correcting of the utility model pile tube, it comprises a haulage cable 1, four steel wire loops 2, first bottle gouard moved by hands 3 and second bottle gouards moved by hands 4.A hook 5 is respectively established at the two ends of each bottle gouard moved by hands.Haulage cable 1 is linked on the pile tube to be corrected 6, and an end of haulage cable 1 is connected with the rear end hook 5 of first bottle gouard moved by hands 3, and the other end of haulage cable 1 is connected with the rear end hook 5 of second bottle gouard moved by hands 4.

The hook 5 of the front end of first bottle gouard moved by hands 3 is connected with two steel wire loops 2, and the hook 5 of second bottle gouard moved by hands, 4 front ends is connected with two other steel wire loop 2.Two steel wire loops 2 that are connected with first bottle gouard moved by hands, 3 front ends respectively with two anchoring pile 7 fits of same group; Two steel wire loops 2 that are connected with second bottle gouard moved by hands, 4 front ends respectively with other one group two anchoring pile 7 fits.In other words, two steel wire loops 2 that are connected with first bottle gouard moved by hands, 3 front ends respectively with two anchoring pile 7 fits that are positioned on the same concrete bearing platform 8, two steel wire loops 2 that are connected with second bottle gouard moved by hands, 4 front ends respectively with two anchoring pile 7 fits that are positioned on the same concrete bearing platform 8, and four anchoring piles 7 on these two concrete bearing platforms 8 need not along correcting the direction symmetry.

This correction means for correcting do not require along correcting the direction symmetry, but the relation between the component F2 of the component F1 of first bottle gouard moved by hands 3 and second bottle gouard moved by hands 4 can be derived by sine, just as shown in Figure 4, , wherein,

Be component F2 and the angle of correcting direction, and

Be component F1 and the angle of correcting direction.When two component sizes satisfy this and concern, make a concerted effort to be in the opposite direction that two pile tubes tilt and just correct direction.

Claims

1. the correction means for correcting of a pile tube, it comprises a haulage cable (1), four steel wire loops (2), first bottle gouard moved by hands (3) and second bottle gouard moved by hands (4), a hook (5) is respectively established at the two ends of each bottle gouard moved by hands, haulage cable (1) is linked in pile tube to be corrected (6) upward and the two ends of haulage cable (1) are connected with the rear end hook (5) of first bottle gouard moved by hands (3) and the rear end hook (5) of second bottle gouard moved by hands (4) respectively, the hook (5) of the front end of first bottle gouard moved by hands (3) is connected with two steel wire loops (2), the hook (5) of second bottle gouard moved by hands (4) front end is connected with two other steel wire loop (2), it is characterized in that: two steel wire loops (2) that are connected with first bottle gouard moved by hands (3) front end respectively with two anchoring piles (7) fit of same group; Two steel wire loops (2) that are connected with second bottle gouard moved by hands (4) front end respectively with other one group two anchoring piles (7) fit.