CN204491613U - A kind of steel post deviation correcting device - Google Patents
A kind of steel post deviation correcting device Download PDFInfo
- Publication number
- CN204491613U CN204491613U CN201520155816.1U CN201520155816U CN204491613U CN 204491613 U CN204491613 U CN 204491613U CN 201520155816 U CN201520155816 U CN 201520155816U CN 204491613 U CN204491613 U CN 204491613U
- Authority
- CN
- China
- Prior art keywords
- semicircular ring
- correcting device
- steel
- deviation correcting
- jack
- 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
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of steel post deviation correcting device, comprise: pile foundation frame, steel post and deviation correcting device, described deviation correcting device comprises: semicircular ring, jack, push pedal and steel clamp sheet, the two ends of described semicircular ring are respectively arranged with an otic placode, the center of described otic placode offers screwed hole, described semicircular ring adopts two symmetrical semicircular ring, this semicircular ring is used for outside jack being fixed on pile foundation frame, one end of described jack is secured by bolts in semicircular ring, the other end of jack is fixed on the side of push pedal by hinge means, described steel clamp sheet is secured by bolts in the opposite side of push pedal, the quantity of described steel clamp sheet is two panels, two panels steel clamp sheet is arranged at the two ends of push pedal.By the way, the utility model can be rectified a deviation to steel post, facilitates the later stage to support and wears reinforcing bar, improve the construction quality of steel post.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of steel post deviation correcting device.
Background technology
For traditional construction stand column pile, steel post is sling by general employing castinplace pile pile foundation suspension hook, then righting, alignment is carried out by the range estimation of two to three workmans, but when steel post drops to below ground, steel post often rotates, and causes the reserving hole of steel post not have and supports parallel, during construction in later period concrete support, reinforcing bar cannot pass from steel post, thus reduces construction quality.The technical requirements of conventional construction method to construction worker is high; drop to below ground once steel post to deflect; just be difficult to realize to steel post correction; even if steel post is promoted to correction position, ground to issue again; probably still rotate in decline process; it is obviously unrealistic for repeatedly promoting correction steel post position, therefore engineering usually there will be steel post and causes reinforcing bar to pass steel post with support oblique.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of steel post deviation correcting device, can rectify a deviation to steel post, facilitates the later stage to support and wears reinforcing bar, improve the construction quality of steel post.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: provide a kind of steel post deviation correcting device, comprise: pile foundation frame, steel post and deviation correcting device, described deviation correcting device comprises: semicircular ring, jack, push pedal and steel clamp sheet, the two ends of described semicircular ring are respectively arranged with an otic placode, the center of described otic placode offers screwed hole, described semicircular ring adopts two symmetrical semicircular ring, this semicircular ring is used for outside jack being fixed on pile foundation frame, one end of described jack is secured by bolts in semicircular ring, the other end of jack is fixed on the side of push pedal by hinge means, described steel clamp sheet is secured by bolts in the opposite side of push pedal, the quantity of described steel clamp sheet is two panels, two panels steel clamp sheet is arranged at the two ends of push pedal.
Preferably, described two semicircular ring are symmetrically secured by bolts in the outside of pile foundation frame, and jack through the screwed hole at otic placode center, semicircular ring two ends, thus is fixed on the outside of pile foundation frame by described bolt.
Preferably, the jack quantity of each deviation correcting device is two, and these two jack are symmetrically fixed on the center line of semicircular ring, adopts two symmetrically arranged jack, ensure that the stability be connected between push pedal with semicircular ring.
Preferably, described push pedal evenly offers several locating holes, can according to the different cross section size of steel post, the distance between unrestricted choice steel clamp sheet.
Preferably, described steel clamp sheet is made up of at least two telescopic expansion plates.
The beneficial effects of the utility model are: 1, when steel post is more than ground, without the need to the expansion plate of flexible steel clamp sheet, directly blocked by steel post by steel clamp sheet, then by controlling, jack is flexible rectifies a deviation to steel post, controls simply, convenient, efficiency is high; 2, when steel post drops to below ground, the expansion plate of steel clamp sheet is launched, then by expansion plate, steel post is blocked, then steel post is rectified a deviation, facilitate the later stage to support and wear reinforcing bar, improve the construction quality of steel post.
Accompanying drawing explanation
Fig. 1 is the top view of a kind of steel post deviation correcting device one of the utility model preferred embodiment;
Fig. 2 is the front view of shown Fig. 1;
Fig. 3 is the connection diagram of described push pedal and steel clamp sheet;
Fig. 4 is the left view of shown Fig. 3;
Fig. 5 is the top view of shown Fig. 3;
Fig. 6 is the structural representation of described steel clamp sheet;
Fig. 7 is the left view of shown Fig. 6;
Fig. 8 is the assembling original state schematic diagram of described deviation correcting device and steel post;
Fig. 9 is described deviation correcting device and steel post working state schematic representation;
In accompanying drawing, the mark of each parts is as follows: 1, semicircular ring, and 2, jack, 3, push pedal, 4, steel clamp sheet, 5, bolt, 6, hinge means, 7, locating hole, 8, pile foundation frame, 9, steel post, 11, otic placode, 12, screwed hole, 41, expansion plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
Refer to Fig. 1 to Fig. 9, the utility model embodiment comprises:
A kind of steel post deviation correcting device, comprise: pile foundation frame 8, steel post 9 and deviation correcting device, described deviation correcting device comprises: semicircular ring 1, jack 2, push pedal 3 and steel clamp sheet 4, the two ends of described semicircular ring 1 are respectively arranged with an otic placode 11, the center of described otic placode 11 offers screwed hole 12, described semicircular ring 1 adopts two symmetrical semicircular ring, this semicircular ring 1 is for being fixed on the outside of pile foundation frame 8 by jack 2, semicircular ring 1 is fixed on by bolt 5 in one end of described jack 2, the other end of jack 2 is fixed on the side of push pedal 3 by hinge means 6, described steel clamp sheet 4 is fixed on the opposite side of push pedal 3 by bolt 5, the quantity of described steel clamp sheet 4 is two panels, two panels steel clamp sheet 4 is arranged at the two ends of push pedal 3.
As Fig. 5, described push pedal 3 evenly offers several locating holes 7, can according to the different cross section size of steel post 9, the distance between unrestricted choice steel clamp sheet 4.
As shown in Figure 6, Figure 7, in the present embodiment, the quantity of expansion plate 41 is 3, by controlling the flexible length controlling steel clamp sheet 4 of expansion plate 41.
In the utility model, the quantity of deviation correcting device is two, and these two deviation correcting devices are arranged at the symmetrical two ends of steel post 9 respectively, are adjusted by the angle of jack 3 pairs of steel posts 9, makes steel post 9 hole parallel with the main muscle direction of support.
Work progress of the present utility model is as follows: 1, be arranged on the lateral surface of pile foundation frame 8 by bolt 5 by deviation correcting device, exceeds board pile foundation frame 8 about 30 centimeters, and adjustment position is fixed; 2, transferring steel post 9 to pile foundation frame 8 position, by regulating jack 2 to stretch, tentatively determining the orientation of steel post 9; 3, continue to transfer steel post 9 to design elevation, if deflection appears in steel post 9 in decentralization process, just steel clamp sheet 4 is extended and block steel post 9, and it is finely tuned, make the hole of steel post 9 parallel with the main muscle direction of support.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (5)
1. a steel post deviation correcting device, comprise: pile foundation frame, steel post and deviation correcting device, it is characterized in that, described deviation correcting device comprises: semicircular ring, jack, push pedal and steel clamp sheet, the two ends of described semicircular ring are respectively arranged with an otic placode, the center of described otic placode offers screwed hole, described semicircular ring adopts two symmetrical semicircular ring, this semicircular ring is used for outside jack being fixed on pile foundation frame, one end of described jack is secured by bolts in semicircular ring, the other end of jack is fixed on the side of push pedal by hinge means, described steel clamp sheet is secured by bolts in the opposite side of push pedal, the quantity of described steel clamp sheet is two panels, two panels steel clamp sheet is arranged at the two ends of push pedal.
2. a kind of steel post deviation correcting device according to claim 1, is characterized in that, described two semicircular ring are symmetrically secured by bolts in the outside of pile foundation frame, and described bolt is through the screwed hole at otic placode center, semicircular ring two ends.
3. a kind of steel post deviation correcting device according to claim 1, is characterized in that, the jack quantity of each deviation correcting device is two, and these two jack are symmetrically fixed on the center line of semicircular ring.
4. a kind of steel post deviation correcting device according to claim 1, is characterized in that, described push pedal evenly offers several locating holes.
5. a kind of steel post deviation correcting device according to claim 1, is characterized in that, described steel clamp sheet is made up of at least two telescopic expansion plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520155816.1U CN204491613U (en) | 2015-03-19 | 2015-03-19 | A kind of steel post deviation correcting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520155816.1U CN204491613U (en) | 2015-03-19 | 2015-03-19 | A kind of steel post deviation correcting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491613U true CN204491613U (en) | 2015-07-22 |
Family
ID=53570914
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520155816.1U Active CN204491613U (en) | 2015-03-19 | 2015-03-19 | A kind of steel post deviation correcting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491613U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914999A (en) * | 2018-07-28 | 2018-11-30 | 江苏地基工程有限公司 | Structure is repaired in correction for tilting pile foundation |
| CN109386000A (en) * | 2018-11-29 | 2019-02-26 | 中交路桥华南工程有限公司 | Steel pile casting decentralization installation deviation correcting device and construction method |
-
2015
- 2015-03-19 CN CN201520155816.1U patent/CN204491613U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914999A (en) * | 2018-07-28 | 2018-11-30 | 江苏地基工程有限公司 | Structure is repaired in correction for tilting pile foundation |
| CN108914999B (en) * | 2018-07-28 | 2020-07-24 | 江苏地基工程有限公司 | Deviation rectifying and repairing structure for inclined pile foundation |
| CN109386000A (en) * | 2018-11-29 | 2019-02-26 | 中交路桥华南工程有限公司 | Steel pile casting decentralization installation deviation correcting device and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203821867U (en) | Shear wall body assembling and aligning device | |
| CN204252284U (en) | Built-in fitting bracing means | |
| CN204491613U (en) | A kind of steel post deviation correcting device | |
| CN103982049B (en) | Shear wall body assembling machine straightening device | |
| CN204126077U (en) | A kind of temporary fastening device for prefabricated panel and steel column connection | |
| CN206468030U (en) | A kind of isolated beam combined type faces bound defence rail | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN204753374U (en) | Equipment bridge railing | |
| CN212078774U (en) | Load-bearing tripod | |
| CN203361607U (en) | Adjustable oblique jacking | |
| CN204510814U (en) | Beam for building jacking | |
| CN205935720U (en) | Steel truss frame that slides | |
| CN207277830U (en) | The jacking structure of formwork erection | |
| CN202148494U (en) | Formwork support for bridge | |
| CN206233539U (en) | A kind of cantilever for tall building construction | |
| CN105586830A (en) | Bridge template support | |
| CN207079615U (en) | A kind of roller-coaster built-in fitting support system | |
| CN206053310U (en) | A kind of adjustable falsework | |
| CN206233540U (en) | Regulation hoisting type elevator job platform | |
| CN205558256U (en) | Two concrete construction die carrier systems that prop separation | |
| CN205476444U (en) | Light -duty support post based on low level jacking die carrier system | |
| CN205531257U (en) | Installing support for building site | |
| CN204826220U (en) | Location built -in fitting with U type groove | |
| CN204418439U (en) | Adjusting part bottom a kind of out-hung panel | |
| CN109457874A (en) | Bar-spacing set control device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Suzhou District South East Suzhou city Jiangsu province 215000 New Building No. 10 Patentee after: Jiangsu Academy of building Limited by Share Ltd Address before: Suzhou District South East Suzhou city Jiangsu province 215000 No. 10 (new building) Patentee before: Jiangsu Jianyuan Construction Co., Ltd. |
|
| CP03 | Change of name, title or address |