CN201258496Y - One-column and one-pile correcting device - Google Patents
One-column and one-pile correcting device Download PDFInfo
- Publication number
- CN201258496Y CN201258496Y CNU200820151822XU CN200820151822U CN201258496Y CN 201258496 Y CN201258496 Y CN 201258496Y CN U200820151822X U CNU200820151822X U CN U200820151822XU CN 200820151822 U CN200820151822 U CN 200820151822U CN 201258496 Y CN201258496 Y CN 201258496Y
- Authority
- CN
- China
- Prior art keywords
- well
- steel
- locating rack
- shaped frame
- post
- 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
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a column-to-pile alignment device, which comprises a locating rack connected with a ground pre-embedded iron, and is characterized in that a well-shaped frame which is arranged horizontally is installed on the locating rack; the well-shaped frame is supported by four vertical oil cylinders; a horizontal bracket which is welded at the top of a steel upright post suspended in a pile hole is positioned above the well-shaped frame, and driven by four horizontal oil cylinders; a wire tensioner is arranged on the well-shaped frame; a wire cable positioned in the wire tensioner is connected with a hoop of the steel upright post and a strengthening rib on a steel reinforcement cage; a laser light emission steel tube which is arranged in the steel upright post is homocentric with the steel upright post; and a light target is put on the well-shaped frame. A limit groove is formed on the locating rack; the well-shaped frame is put in the limit groove; a horizontal adjustment screw is arranged on a light target foot; and a track level bar is put on the light target in the form of a regular triangle. The alignment device has the advantages as follows: the verticality of the column is convenient to be corrected, and a special pump truck is not needed to transport concrete when the concrete is cast, and a concrete mixer can be directly used for perfusion.
Description
Technical field
The utility model relates to a kind of means for correcting, means for correcting of a particularly a kind of post.
Background technology
The utilization in pile foundation construction of one on one post is extensively promptly inserted a steel post on bored pile, builds simultaneously then, and as the load-carrying members in the foundation ditch support system, even sometimes also as being the load-carrying members of superstructure.For reaching certain bearing capacity, after the steel post that a post is inserted bored pile, its verticality must satisfy designing requirement.So will proofread and correct its verticality before transferring to design elevation steel post in the construction.At present, common bearing calibration of a post is: after pouring pile hole finishes, place the calibrated mount of a steel on the stake position, calibrated mount is general high 3 meters, and each 2 meters of length and width respectively have the screw rod of 4 correction usefulness up and down.The top mark height of invar column is generally at below ground, so connect earlier one section about 3 meters long pile cover before proofreading and correct on steel post.Steel post is transferred in the hole after muscle welds with the hanging of reinforcing cage of bored pile, after transferring to design elevation, can only see pile cover more than the general ground, fixing a little earlier with the screw rod on the calibrated mount to pile cover, at the stake position four direction transit of putting on the shelf, the verticality of observation pile cover is proofreaied and correct it by each 4 screw rod up and down, correction finish the back pile cover is welded fixing, concreting then.The precision of this bearing calibration is relatively poor, and 3 meters high calibrated mounts of this bearing calibration utilization, causes the follow-up concreting must be by the pump truck pumping.And because though the upper end pile cover of steel post has welded fixing, but the lower end still is unsettled, in the process of concreting, often take place to cause the verticality of " steel post of having proofreaied and correct " can't reach designing requirement because concrete extruding makes the steel post lower end that skew take place.
Summary of the invention
The purpose of this utility model is to solve one on a present post to proofread and correct in the work progress and need not fix the problem that existing verticality can't reach designing requirement with the invar column lower end that higher calibrated mount carries out existing in the steel post rectify perpendicular, provides the theory of a kind of utilization " long limit is determined on long limit " to proofread and correct; With highly low calibrated mount, build at every turn and can directly build; Means for correcting of a post that two ends can all be fixed about the steel post when building.The utility model designs means for correcting of a post, comprise the locating rack that is connected with the ground embedded iron, it is characterized in that: the well cabinet frame that horizontal positioned is arranged on locating rack, the well cabinet frame is supported by four vertical oil cylinders, hang on the top of the steel post in the stake hole and be welded with horizontal stand, horizontal stand is positioned on the well cabinet frame, drive horizontal stand by four cross cylinders, on the well cabinet frame, wire tensioner is arranged, in wire tensioner, there is wire rope to connect the iron hoop of steel post and the reinforcing rib on the reinforcing cage, a laser light emission steel pipe is arranged in steel post, and laser light emission steel pipe is concentric with steel post, places light target on the well cabinet frame.Stopper slot is arranged on locating rack, and stopper slot is placed the well cabinet frame, and the height of locating rack is 40-50 centimetres.The light target footing has horizontal set screw, has on the light target to be the spirit level that positive triangle is placed.The utility model has the advantages that the rectify perpendicular that makes things convenient for coupled columns, and when fluid concrete, do not need special-purpose pump truck delivering concrete, and directly can pour into by truck-transit mixer.
Description of drawings
Fig. 1 is the attached view of structure of the present utility model,
Fig. 2 is a texture edge schematic diagram of the present utility model,
Fig. 3 is a light target structural representation of the present utility model,
Below in conjunction with accompanying drawing and example the utility model is elaborated.
Concrete form of construction work
Comprise the locating rack 2 that is connected with ground embedded iron 1 among the figure, it is characterized in that: the well cabinet frame 3 that horizontal positioned is arranged on locating rack 2, hang on the top of the steel post 5 in stake hole 4 and be welded with horizontal stand 6, horizontal stand 6 is positioned on the well cabinet frame 3, drive supporting horizontal stand 6 by the vertical oil cylinder 8 of four cross cylinders 7 with four, wire tensioner 9 is arranged on well cabinet frame 3, in wire tensioner 9, there is wire rope 10 to connect the iron hoop 11 of steel post 5 and the reinforcing rib 13 on the reinforcing cage 12, a laser light emission steel pipe 14 is arranged in steel post 5, laser light emission steel pipe 14 is concentric with steel post 5, places light target 15 on well cabinet frame 3.Stopper slot 16 is arranged on locating rack 2, and stopper slot 16 is placed well cabinet frame 3, and the height of locating rack 2 is 40-50 centimetres.Light target 15 footing have horizontal set screw 17, have on the light target 15 to be the spirit level 18 that positive triangle is placed.
During practice of construction, at first lay locating rack, and weld with the embedded iron on the terrace, the center line of guaranteeing the locating rack four edges is on the cross axis of stake position.Lay 4 oil pumps of vertical direction and well cabinet frame, the well cabinet frame is supported by 4 oil pumps and is positioned at stopper slot on the locating rack.Hang steel post, make insert the steel post reinforcing cage and reach projected depth after, muscle is hung in welding, fixedly iron hoop and reinforcing cage add putting more energy into of weldering and bind round in the wire tensioner that is fixed at last on the well cabinet frame four direction with four on four 5mm steel wire penetrating steel columns.Then steel post is hung in a hole with reinforcing cage, after treating that steel post arrives design elevation, the horizontal stand that welds on the top of steel post is shelved on the well cabinet frame, and the horizontal stand of adjusting on the steel post by four oil pumps of horizontal direction makes its center, align piles position, center.After this on the well cabinet frame, place light target, regulate the screw on four angles of light target, observe the bubble in the spirit level on three directions on the light target and make it placed in the middle, guarantee the light target level.Mobile slightly light target is observed by the transit that the both direction frame stands on the axis, makes its center, align piles position, center.Open the light source switch in the laser light emission steel pipe in the steel post, regulate four oil pumps on the vertical direction, the drive steel post moved after oil pump pushed horizontal stand.When radium-shine light passes the light target center hole, show that the verticality of steel post can meet design requirement.Turn the wire tensioner drag hook wire rope is strained this moment, and the deadweight that utilizes reinforcing cage is the lower end of steel post fixedly, prevents to be offset in pouring subsequently.At this moment, horizontal stand and well cabinet frame firm welding, steel post all fixing up and down moves in the time of can preventing the concrete pouring in construction subsequently.
Claims (3)
1, means for correcting of one post, comprise the locating rack that is connected with the ground embedded iron, it is characterized in that: the well cabinet frame that horizontal positioned is arranged on locating rack, hang on the top of the steel post in the stake hole and be welded with horizontal stand, horizontal stand is positioned on the well cabinet frame, by the vertical hydraulic oil cylinder driving supporting of four cross cylinders horizontal stand with four, on the well cabinet frame, wire tensioner is arranged, in wire tensioner, there is wire rope to connect the iron hoop of steel post and the reinforcing rib on the reinforcing cage, a laser light emission steel pipe is arranged in steel post, laser light emission steel pipe is concentric with steel post, places light target on the well cabinet frame.
2, by means for correcting of the described post of claim 1, it is characterized in that: stopper slot is arranged on locating rack, and stopper slot is placed the well cabinet frame, and the height of locating rack is 40-50 centimetres.
3, by means for correcting of the described post of claim 1, it is characterized in that: the light target footing has horizontal set screw, has on the light target to be the spirit level that positive triangle is placed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820151822XU CN201258496Y (en) | 2008-08-11 | 2008-08-11 | One-column and one-pile correcting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820151822XU CN201258496Y (en) | 2008-08-11 | 2008-08-11 | One-column and one-pile correcting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201258496Y true CN201258496Y (en) | 2009-06-17 |
Family
ID=40772730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU200820151822XU Expired - Fee Related CN201258496Y (en) | 2008-08-11 | 2008-08-11 | One-column and one-pile correcting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201258496Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767182A (en) * | 2012-07-18 | 2012-11-07 | 上海建工二建集团有限公司 | Verticality adjustment system for lattice column correcting mount and construction method thereof |
| CN104110035A (en) * | 2013-04-16 | 2014-10-22 | 中冶天工上海十三冶建设有限公司 | Perpendicularity correcting device for concrete-filled steel tube columns constructed by top-down process and construction method implemented by perpendicularity correcting device |
| CN104499485A (en) * | 2014-12-08 | 2015-04-08 | 上海建工集团股份有限公司 | One-column one-pile full-automatic hydraulic verticality adjusting system and method |
| CN106555401A (en) * | 2016-10-21 | 2017-04-05 | 开普天（上海）国际贸易有限公司 | For the stand of guide pipe top positioning |
| CN107270879A (en) * | 2017-07-25 | 2017-10-20 | 上海建工二建集团有限公司 | Suitable for the position of form center concentrator marker and its application method of different pipe calibers |
| CN108149723A (en) * | 2017-12-20 | 2018-06-12 | 上海建工集团股份有限公司 | A kind of plumbing device and its correcting method for contrary sequence method low Low Level steel-pipe pile |
| CN108942122A (en) * | 2018-09-28 | 2018-12-07 | 萍乡焱鑫支承环有限公司 | One kind is exempted to correct cross axle processing method and center uprighting processing unit (plant) |
| CN110219326A (en) * | 2019-05-23 | 2019-09-10 | 海天建设集团有限公司 | The underwater vertical adjustment construction technology of inverse method one-column one-pile |
| CN113430973A (en) * | 2021-07-02 | 2021-09-24 | 深圳市智宇实业发展有限公司 | High-stability electric car stopping structure and construction method of structure |
| CN113550317A (en) * | 2021-07-30 | 2021-10-26 | 浙江交工地下工程有限公司 | Permanent-temporary combined supporting structure and construction method for open excavation reverse construction foundation pit of large shield starting well |
-
2008
- 2008-08-11 CN CNU200820151822XU patent/CN201258496Y/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767182B (en) * | 2012-07-18 | 2015-01-07 | 上海建工二建集团有限公司 | Verticality adjustment system for lattice column correcting mount and construction method thereof |
| CN102767182A (en) * | 2012-07-18 | 2012-11-07 | 上海建工二建集团有限公司 | Verticality adjustment system for lattice column correcting mount and construction method thereof |
| CN104110035A (en) * | 2013-04-16 | 2014-10-22 | 中冶天工上海十三冶建设有限公司 | Perpendicularity correcting device for concrete-filled steel tube columns constructed by top-down process and construction method implemented by perpendicularity correcting device |
| CN104499485A (en) * | 2014-12-08 | 2015-04-08 | 上海建工集团股份有限公司 | One-column one-pile full-automatic hydraulic verticality adjusting system and method |
| CN104499485B (en) * | 2014-12-08 | 2017-01-04 | 上海建工集团股份有限公司 | One pile for one column fully automatic hydraulic verticality-regulating system and vertical adjustment method |
| CN106555401B (en) * | 2016-10-21 | 2019-10-01 | 开普天（上海）国际贸易有限公司 | Rack for the positioning of guide pipe top |
| CN106555401A (en) * | 2016-10-21 | 2017-04-05 | 开普天（上海）国际贸易有限公司 | For the stand of guide pipe top positioning |
| CN107270879A (en) * | 2017-07-25 | 2017-10-20 | 上海建工二建集团有限公司 | Suitable for the position of form center concentrator marker and its application method of different pipe calibers |
| CN107270879B (en) * | 2017-07-25 | 2023-09-26 | 上海建工二建集团有限公司 | Centroid position marker applicable to different pipe diameters and application method thereof |
| CN108149723A (en) * | 2017-12-20 | 2018-06-12 | 上海建工集团股份有限公司 | A kind of plumbing device and its correcting method for contrary sequence method low Low Level steel-pipe pile |
| CN108942122A (en) * | 2018-09-28 | 2018-12-07 | 萍乡焱鑫支承环有限公司 | One kind is exempted to correct cross axle processing method and center uprighting processing unit (plant) |
| CN108942122B (en) * | 2018-09-28 | 2021-01-08 | 萍乡焱鑫支承环有限公司 | Correction-free cross shaft machining method and center hole correction machining device |
| CN110219326A (en) * | 2019-05-23 | 2019-09-10 | 海天建设集团有限公司 | The underwater vertical adjustment construction technology of inverse method one-column one-pile |
| CN113430973A (en) * | 2021-07-02 | 2021-09-24 | 深圳市智宇实业发展有限公司 | High-stability electric car stopping structure and construction method of structure |
| CN113430973B (en) * | 2021-07-02 | 2022-07-08 | 深圳市智宇实业发展有限公司 | High-stability electric car stopping structure and construction method of structure |
| CN113550317A (en) * | 2021-07-30 | 2021-10-26 | 浙江交工地下工程有限公司 | Permanent-temporary combined supporting structure and construction method for open excavation reverse construction foundation pit of large shield starting well |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201258496Y (en) | One-column and one-pile correcting device | |
| CN205296874U (en) | Information -based construction monitor positioning device of stake integration | |
| CN112281849B (en) | Concrete filling pile construction equipment and construction method | |
| CN104389313A (en) | Positioning perpendicularity adjusting device and method of dual-spliced I-shaped steel latticed column | |
| CN105887811A (en) | Ultra-deep soft soil pile integral construction method based on high-precision information monitoring | |
| CN103103987A (en) | Combined steel plate pile construction guide frame and construction method of combined steel plate pile | |
| CN106013206A (en) | Steel pipe column positioning device and steel pipe concrete column and pile foundation connecting structure | |
| CN101864825B (en) | Reinforced concrete prefabricated column positioning device and construction method thereof | |
| CN105317052B (en) | Tower crane foundation bolt fixing method | |
| CN205955239U (en) | Calibrated mount is used in lattice column construction | |
| CN208650087U (en) | Steel pipe column fast-positioning device for contrary sequence method | |
| CN209369328U (en) | A kind of removable die carrier structure of lateral wall mould | |
| CN214459689U (en) | Cast-in-place box girder support of weak soil foundation | |
| CN212956530U (en) | Upright pile verticality control and positioning leading-in device | |
| CN210194603U (en) | Empty pile steel pipe column positioning device | |
| CN202265906U (en) | Fixing device for anchor bolts of embedded type steel tube concrete column feet | |
| CN116575451A (en) | Pile sinking method and device for prefabricated U-shaped concrete sheet pile hole guiding | |
| CN201397153Y (en) | Root and stone detector | |
| CN202266034U (en) | Fixing device for anchor bolts of embedded type diamond combined steel and concrete column feet | |
| CN214116620U (en) | Adjustable support for accurate positioning of permanent double-steel-pipe column | |
| CN203821248U (en) | Steel pipe arch main arch assembling supporting system | |
| CN201381516Y (en) | Embedded bracket for mounting foundation bolt with large diameter | |
| CN208056464U (en) | A kind of novel lattice column device | |
| CN209397590U (en) | A kind of installation of steel reinforcement cage and concrete casting platform | |
| CN205804392U (en) | Steel pipe column positioner |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20090617 Termination date: 20160811 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |