CN210712988U

CN210712988U - Building reinforcing anchor rod static pressure pile that rectifies

Info

Publication number: CN210712988U
Application number: CN201921042212.0U
Authority: CN
Inventors: 赵磊; 赵素兰
Original assignee: Zhejiang Tiangu Architectural Special Technology Co Ltd
Current assignee: Zhejiang Tiangu Construction Group Co.,Ltd.
Priority date: 2019-07-05
Filing date: 2019-07-05
Publication date: 2020-06-09
Anticipated expiration: 2029-07-05

Abstract

The utility model discloses a building is rectified and is added solid stock static pressure stake, which comprises a bracket, support both sides bottom symmetric welding has the stand, the crossbearer is installed to the pole setting inboard, hydraulic jack is installed to the crossbearer bottom, hydraulic jack installs the pressure pile seat in the bottom, press the pile seat all to have seted up the screw all around, it has the screw rod to run through in the screw, the screw rod is terminal and be located to press and install the grip block in the pile seat, the round hole has been seted up in the grip block outside, the disc is installed to the screw rod left end, disc movable mounting is in the round hole. The utility model discloses a thereby the screw rod is located the screw internal rotation and promotes the grip block and remove to the inboard, and four group's grip blocks can realize the centre gripping fixed work to the stake when supporting tightly with the stake outer wall to its pile body appears inclining when avoiding the later stage pile pressing, ensures pile pressing back quality, and fixed mode is simple convenient, labour saving and time saving.

Description

Building reinforcing anchor rod static pressure pile that rectifies

Technical Field

The utility model relates to an anchor rod static pressure stake technical field specifically is a building is rectified and is reinforced anchor rod static pressure stake.

Background

The existing anchor rod static pressure pile is a pile pressing implemented by utilizing the counter force provided by an anchor rod anchored in an original foundation, the pile pressing is generally a small-section pile and is mainly used for reinforcing the foundation, the existing anchor rod static pressure pile has the advantages of simple used machine tool, easy operation, no influence on construction period, capability of operating in a narrow space, clear load transfer process and stress performance, simple and convenient construction and reliable quality, and the existing building deviation-rectifying reinforcing anchor rod static pressure pile has some insufficient places, for example; the pile body of the existing building deviation-rectifying and reinforcing anchor rod static pressure pile is easy to incline when pressed down, so that the reinforcing effect is not ideal enough, and the construction quality of the building is influenced.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a building rectifies and adds reinforcing stock static pressure stake has solved the problem that proposes among the background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building is rectified and is added solid stock static pressure stake, includes the support, support both sides bottom symmetric welding has the stand, the crossbearer is installed to the stand inboard, hydraulic jack is installed to the crossbearer bottom, hydraulic jack installs the pile holder that presses in the bottom, the screw has all been seted up all around the pile holder that presses, it has the screw rod to run through in the screw, the terminal grip block that just is located the pile holder that presses of screw rod is installed, the round hole has been seted up in the grip block outside, the disc is installed to the screw rod left end, disc movable mounting is in the round hole.

As an embodiment of the present invention, both sides have all been seted up and have been perforated around the stand, the fenestrate quantity is the multiunit, the bolt has been inserted in the perforation, the bolt runs through in the crossbearer both ends, the bolt end just is located the stand rear side rotation and installs the nut.

As an optimal implementation mode of the utility model, electric hoist is installed to the support bottom, the lifting rope is installed to the electric hoist bottom, rings are installed at the crossbearer top, the lifting rope bottom is located rings internal fixation connection.

As a preferred embodiment of the present invention, the mounting seat is installed at the bottom of the upright post, and the anchor rod is vertically penetrated through the outside of the mounting seat.

As an optimal implementation mode of the utility model, the hoisting ring is installed to stand outside top, the inboard rubber pad that bonds of grip block.

Compared with the prior art, the beneficial effects of the utility model are as follows:

1. the utility model relates to a building is rectified and is strengthened stock static pressure stake is thereby located screw internal rotation through the screw rod and promote the grip block to the inside side and remove, and four group's grip blocks and stake outer wall support can realize the centre gripping fixed work to the stake when tight to its pile body inclines when avoiding the later stage pile pressing, ensures pile pressing back quality, and fixed mode is simple convenient, labour saving and time saving.

2. The utility model relates to a building is rectified and is reinforced stock static pressure stake runs through the bolt in perforation and crossbearer both sides and with terminal nut rotation locking realize that the crossbearer is located the fixed work of stand inner position, and the multiunit is perforated and to be realized the fixed of different positions, easy operation is convenient, labour saving and time saving, the fixed work after the crossbearer altitude mixture control has been made things convenient for greatly, and fixed comparatively stable, is difficult for droing.

3. The utility model relates to a building is rectified and is reinforced stock static pressure stake can improve frictional force greatly through the rubber pad to avoid droing, can be convenient for put the position that needs the installation with the device hoist and mount through the hoist and mount ring, thereby improve the convenience when installing.

Drawings

Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:

FIG. 1 is a schematic view of a front view structure of a deviation rectifying reinforcing anchor rod static pressure pile for a building of the present invention;

FIG. 2 is a side view connection structure diagram of a cross frame, a column, a bolt and a nut of the deviation rectifying and reinforcing anchor rod static pressure pile of the utility model;

fig. 3 is the internal structure diagram of the pile pressing base of the deviation rectifying and reinforcing anchor rod static pressure pile of the utility model.

In the figure: 1. a support; 2. a column; 3. a cross frame; 4. perforating; 5. a bolt; 6. A hydraulic jack; 7. pressing a pile seat; 8. an electric hoist; 9. a lifting rope; 10. a hoisting ring; 11. Hoisting a ring; 12. a mounting seat; 13. an anchor rod; 14. a nut; 15. a screw hole; 16. A bolt; 17. a clamping block; 18. a circular hole; 19. a disc; 20. and (7) a rubber pad.

Detailed Description

In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.

Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a building is rectified and is reinforced stock static pressure stake, includes support 1, 1 both sides bottom symmetric welding of support has stand 2, crossbearer 3 is installed to 2 inboards of stand, hydraulic jack 6 is installed to 3 bottoms of crossbearer, hydraulic jack 6 installs pressure pile base 7 in the bottom, press pile base 7 all to have seted up screw 15 all around, it has screw rod 16 to run through in the

screw

15, 16 terminal just being located of screw rod presses pile base 7 to install grip block 17, round hole 18 has been seted up in the grip block 17 outside, disc 19 is installed to 16 left ends of screw rod, disc 19 movable mounting is in round hole 18.

In this embodiment (please refer to fig. 1 and fig. 3), the screw 16 is located in the screw hole 15 to rotate so as to push the clamping blocks 17 to move inward, and the four groups of clamping blocks 17 can clamp and fix the pile when abutting against the outer wall of the pile, so that the pile body is prevented from inclining during post-pile pressing, the quality after pile pressing is ensured, and the fixing manner is simple, convenient, time-saving and labor-saving.

Wherein, both sides have all been seted up and have been perforated 4 around the stand 2, the quantity of perforation 4 is the multiunit, bolt 5 has been inserted in perforation 4, bolt 5 runs through in 3 both ends of crossbearer, 5 terminal just lie in stand 2 rear side rotary mounting of bolt have nut 14.

In this embodiment (please refer to fig. 1 and 2), the bolts 5 penetrate through the through holes 4 and the two sides of the cross frame 3 and are rotationally locked with the nuts 14 at the ends, so that the cross frame 3 is fixed in the upright post 2, and the through holes 4 can fix different positions.

Wherein, electric hoist 8 is installed to support 1 bottom, lifting rope 9 is installed to 8 bottoms of electric hoist, rings 10 are installed at 3 tops of crossbearer, 9 bottom of lifting rope are located rings 10 internal fixation connection.

In this embodiment (see fig. 1), the hoist 8 drives the lifting rope to lift the cross frame 3, so that the lifting of the cross frame 3 is more convenient and labor-saving.

Wherein, the bottom of the upright post 2 is provided with a mounting seat 12, and an anchor rod 13 longitudinally penetrates through the outer side of the mounting seat 12.

In this embodiment (see fig. 1), the anchor 13 facilitates the fixing of the device.

Wherein, the hoisting ring 11 is installed to stand 2 outside top, grip block 17 inboard bonding has rubber pad 20.

In this embodiment (see fig. 1 and fig. 3), the rubber pad 20 can greatly increase the friction force to avoid dropping, and the lifting ring 11 can facilitate the installation of the device at the position where the device is to be installed, thereby improving the convenience of installation of the device.

The utility model relates to a building deviation rectifying and reinforcing anchor rod static pressure pile, which comprises a support 1; 2. a column; 3. a cross frame; 4. perforating; 5. a bolt; 6. a hydraulic jack; 7. pressing a pile seat; 8. an electric hoist; 9. a lifting rope; 10. a hoisting ring; 11. hoisting a ring; 12. a mounting seat; 13. an anchor rod; 14. a nut; 15. a screw hole; 16. a bolt; 17. a clamping block; 18. a circular hole; 19. a disc; 20. rubber pads, the parts are all universal standard parts or parts known by technicians in the field, the structure and the principle of the parts are known by technicians through technical manuals or conventional experimental methods, when the device is operated, the position of the device to be installed can be firstly hoisted through a hoisting ring 11, at the moment, the device is fixedly installed through an anchor rod 13, then a hoisting rope 9 can be driven by an electric hoist 8 to hoist, at the moment, a cross frame 3 can be driven to move up and down in an upright post 2, after the cross frame 3 is moved to a proper position, the cross frame 3 can penetrate through a through hole 4 and two sides of the cross frame 3 through a bolt 5 and is rotationally locked with a nut 14 at the tail end, so that the fixing operation of the cross frame 3 in the upright post 2 is realized, and the fixing of different positions of a plurality of groups of through holes 4 can be realized, the operation is simple and convenient, the time and labor are saved, and fixed comparatively stable, be difficult for droing, can arrange the stake in pressure stake seat 7 this moment, thereby it promotes grip block 17 and removes to the inboard to be located the 15 internal rotations of screw through screw rod 16 this moment, and four group grip blocks 17 can realize the centre gripping fixed work to the stake when supporting tightly with the stake outer wall, thereby it inclines to appear its pile body when avoiding later stage pressure stake, ensure quality behind the pressure stake, and fixed mode is simple convenient, time saving and labor saving, and screw rod 16 is located the 15 internal rotations of screw hole, and the end will be located 18 internal rotations of round hole through disc 19, thereby it drives grip block 17 rotatoryly to avoid screw rod 16 to rotate, and can improve frictional force greatly through rubber pad 20 during grip block 17 centre gripping, thereby avoid droing, can realize the pressure stake work through hydraulic jack 6 after the pile body is fixed to accomplish.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. The utility model provides a building reinforcement stock static pressure stake of rectifying, includes support (1), its characterized in that: support (1) both sides bottom symmetric welding has stand (2), crossbearer (3) are installed to stand (2) inboard, hydraulic jack (6) are installed to crossbearer (3) bottom, pile seat (7) are installed to hydraulic jack (6) bottom, screw (15) have all been seted up all around in pile seat (7) are pressed, it has screw rod (16) to run through in screw (15), screw rod (16) end just is located and installs grip block (17) in pile seat (7), round hole (18) have been seted up in grip block (17) outside, disc (19) are installed to screw rod (16) left end, disc (19) movable mounting is in round hole (18).

2. The building deviation rectifying and reinforcing anchor rod static pressure pile according to claim 1, wherein: both sides have all seted up perforation (4) around stand (2), the quantity of perforation (4) is the multiunit, bolt (5) have been inserted in perforation (4), bolt (5) run through in crossbearer (3) both ends, bolt (5) end just is located stand (2) rear side rotation and installs nut (14).

3. The building deviation rectifying and reinforcing anchor rod static pressure pile according to claim 1, wherein: electric hoist (8) are installed to support (1) bottom, lifting rope (9) are installed to electric hoist (8) bottom, rings (10) are installed at crossbearer (3) top, lifting rope (9) bottom is located rings (10) internal fixation connection.

4. The building deviation rectifying and reinforcing anchor rod static pressure pile according to claim 1, wherein: the mounting seat (12) is installed to stand (2) bottom, anchor rod (13) have vertically been run through in mounting seat (12) outside.

5. The building deviation rectifying and reinforcing anchor rod static pressure pile according to claim 1, wherein: a hoisting ring (11) is installed above the outer side of the upright column (2), and a rubber pad (20) is bonded on the inner side of the clamping block (17).