CN206607952U - A kind of concrete column jacking apparatus for rectifying a deviation integral inclined - Google Patents

A kind of concrete column jacking apparatus for rectifying a deviation integral inclined Download PDF

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Publication number
CN206607952U
CN206607952U CN201720297748.1U CN201720297748U CN206607952U CN 206607952 U CN206607952 U CN 206607952U CN 201720297748 U CN201720297748 U CN 201720297748U CN 206607952 U CN206607952 U CN 206607952U
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CN
China
Prior art keywords
adherent
plate
rectifying
jacking apparatus
plates
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Expired - Fee Related
Application number
CN201720297748.1U
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Chinese (zh)
Inventor
尤洪斌
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Shenzhen Construction Quality Testing And Identification Center Co Ltd
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Shenzhen Construction Quality Testing And Identification Center Co Ltd
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Priority to CN201720297748.1U priority Critical patent/CN206607952U/en
Application granted granted Critical
Publication of CN206607952U publication Critical patent/CN206607952U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of concrete column jacking apparatus for rectifying a deviation integral inclined, including upper firm organization, lower firm organization, lifting body and clamp system, the upper firm organization includes being equipped with support wing plate, described two adherent plates on two upper adherent plates, described two adherent plates and braced wing plate is connected with two upper plates in 90 ° respectively thereon;The lower firm organization includes adherent plate under two respectively, it is described two under lower support wing plate is equipped with adherent plate, it is described two under adherent plate and its lower support wing plate be connected respectively with two lower shoes in 90 °;The lifting body is placed between the upper firm organization and the lower firm organization;The clamp system includes horizontal fastening bolt, described two adherent plates, it is described two under adherent plate pass through the horizontal fastening bolt and connect.The utility model safe and accurate, reliably can carry out integral error correcting and position to the concrete column of run-off the straight, and easy construction, the Work tool used is few, and reliability is high.

Description

A kind of concrete column jacking apparatus for rectifying a deviation integral inclined
Technical field
The utility model is related to a kind of jacking apparatus, and in particular to a kind of concrete column jacking for rectifying a deviation integral inclined Device.
Background technology
In the base for post that current coagulation is made with local methods, if foundation soil occurs differential settlement or basement process is off quality, The inclination of steel column and steel construction can be caused, if tilt quantity is needed demolishing buildings beyond margin of safety, and removes and rebuilds Substantial contribution will be wasted, can also extend construction period, the labor intensity of construction personnel is increased, and increase man power and material's Input.
Utility model content
The problem of existing for prior art, the utility model provides a kind of concrete capital for rectifying a deviation integral inclined Rise device.The technical solution of the utility model is:
A kind of concrete column jacking apparatus for rectifying a deviation integral inclined, including upper firm organization, lower firm organization, jacking Mechanism and clamp system, the upper firm organization include being equipped with support on two upper adherent plates, described two adherent plates Wing plate, described two adherent plates and braced wing plate is connected with two upper plates in 90 ° respectively thereon;The lower firm organization point Not Bao Kuo adherent plate under two, it is described two under be equipped with lower support wing plate on adherent plate, it is described two under adherent plate and its under Support wing plate is connected with two lower shoes in 90 ° respectively;The lifting body is placed in the upper firm organization and described lower firm Between mechanism;The clamp system includes horizontal fastening bolt, described two adherent plates, it is described two under adherent plate pass through institute State horizontal fastening bolt connection.
Further, the jacking apparatus is held out against provided with bloom, and the bloom holds out against height and quantity is set as needed.
Further, the jacking apparatus is provided with supporting station, and the supporting station is welded in adherent plate lower end under two.
Further, the upper firm organization and the lower firm organization are in specular.
Further, the upper support wing plate quantity on described two adherent plates is equal and symmetrical.
Further, the lower support wing plate quantity under described two on adherent plate is equal and symmetrical.
Further, described two upper plates are connected by steel disc with bolt respectively with described two lower shoes.
Further, the clamp system also includes longitudinally secured bolt, for connecting and consolidating on same adherent plate Adjacent supports wing plate.
Further, the lifting body is hydraulic jack.
The beneficial effects of the utility model:The utility model being capable of concrete safe and accurate, reliably to run-off the straight Post carries out integral error correcting and position, and easy construction, the Work tool used is few, and reliability is high.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the present utility model;
Fig. 2 is the structural representation in 1-1 faces in Fig. 1;
Fig. 3 is the arrangement schematic diagram that the utility model is applied to elevator top deviation-correcting;
Fig. 4 is A jack-post jacking schematic diagrames in Fig. 3;
Fig. 5 is B axle capital liter schematic diagram in Fig. 3;
Wherein, supported on firm organization under the upper firm organizations of 1-, 2-, the upper adherent plates of 3-, 4- under wing plate, 5- upper plates, 6- Wing plate, 8- lower shoes, 9- transverse direction fastening bolts, the longitudinally secured bolts of 10-, 11- hydraulic jacks, 12- are supported under adherent plate, 7- Bloom is held out against, 13- supporting stations, the original concrete column Vierendeel girders of 14-, 15- steel discs, the bolt of 16- connecting bottom boards and steel disc, 17- The original frame column of elevator, the original Vierendeel girder of 18 elevators.
Embodiment
, it is necessary to explanation in description of the present utility model, the instruction such as term ' on ', ' under ', ' transverse direction ', ' longitudinal direction ' Orientation or position relationship are, based on orientation shown in the drawings or position relationship, to be for only for ease of description the utility model and simplification Description, rather than indicate or imply that the device or element of meaning must have specific orientation, with specific azimuth configuration and behaviour Make, therefore it is not intended that to limitation of the present utility model.Term ' being provided with ', ' being placed in ', ' connection ' should be interpreted broadly, example Such as, can be fixedly connected or be detachably connected, or be integrally connected;Can mechanically connect or be electrically connected Connect;Can be joined directly together, can also be indirectly connected to by intermediary, can also be the connection of two element internals, can be with It is wireless connection or wired connection.For the ordinary skill in the art, it can understand above-mentioned with concrete condition Concrete meaning of the term in the utility model.
The utility model is described in further details with specific embodiment below in conjunction with the accompanying drawings, described is to this practicality New explanation rather than restriction.
A kind of concrete column jacking apparatus for rectifying a deviation integral inclined as depicted in figs. 1 and 2, including upper firm organization 1st, lower firm organization 2, hydraulic jack 11, clamp system and supporting station 13;The upper firm organization 1 and the lower firm organization 2 be in specular;The upper firm organization 1 includes being equipped with two on two upper adherent plates 3, described two adherent plates 3 Support wing plate 4, described two adherent plates 3 and braced wing plate 4 is connected with two upper plates 5 in 90 ° respectively thereon;It is described lower steady Gu mechanism 2 includes adherent plate 6 under two respectively, it is described two under two support wing plates 7 are equipped with adherent plate 6, it is described two Under adherent plate 6 and its it is lower support wing plate 7 be connected respectively with two lower shoes 8 in 90 °;Described two upper plates 5 and described two Lower shoe 8 is connected by steel disc 15 with bolt 16 respectively;Under the hydraulic jack 11 is placed in the upper firm organization 1 and is described Between firm organization 2;The clamp system includes horizontal fastening bolt 9 and longitudinally secured bolt 10, described two adherent plates 3rd, adherent plate 6 is connected by the horizontal fastening bolt 9 respectively under described two, and the adjacent supports wing plate on same adherent plate leads to Longitudinally secured bolt 10 is crossed to connect;The supporting station 13 is welded in the adherent lower end of plate 6 under two;The jacking apparatus is additionally provided with steel Block holds out against 12, as shown in Figure 4.
Fig. 3~Fig. 5 provides the jacking apparatus and is applied to the arrangement schematic diagram that elevator is rectified a deviation, and specific correction process is: 4 sets of jacking apparatus are taken, the upper firm organization and lower firm organization of every set jacking apparatus are separately mounted to 4 beam columns of elevator and chiseled The both sides up and down in area, upper firm organization and lower firm organization make firm organization with respectively apart from ground 1m and 0.6m Firm organization by beam column surround wherein, during installation to ensure that adherent plate is close to beam column wall, then tighten horizontal fastening bolt and Longitudinally secured bolt;Jack is placed on lower shoe, bloom, which is held out against, to be placed on another lower shoe, adjustment jack is to inclining Oblique beam column carries out integral error correcting and position, makes elevator top displacement about 20cm, during correction constantly adjustment bloom hold out against height with Ensure that bloom holds out against corresponding upper plate and is brought into close contact, wherein upper support wing plate and lower support wing plate can also strengthen to beam The leveling guide effect of post.The utility model can carry out effective integral error correcting and position, easy construction, work to inclined elevator beam column Utensil uses few, and can continuously be adjusted, and reduces the additional stress that earth's surface deformation is produced to concrete column.
Preferred embodiment of the present utility model has shown and described in described above, but as previously described, it should be understood that it is practical new Type is not limited to form disclosed herein, is not to be taken as the exclusion to other embodiment, and available for various other groups Close, change and environment, and above-mentioned teaching or the technology of association area can be passed through in utility model contemplated scope described herein Or knowledge is modified.And the change and change that those skilled in the art are carried out do not depart from the spirit and scope of utility model, then all Should be in the protection domain of utility model appended claims.

Claims (9)

1. a kind of concrete column jacking apparatus for rectifying a deviation integral inclined, it is characterised in that including upper firm organization, lower firm Mechanism, lifting body and clamp system, the upper firm organization include being all provided with two upper adherent plates, described two adherent plates There is upper support wing plate, described two adherent plates and braced wing plate is connected with two upper plates in 90 ° respectively thereon;It is described lower steady Gu mechanism includes adherent plate under two respectively, it is described two under lower support wing plate is equipped with adherent plate, it is described two under it is adherent Plate and its lower support wing plate are connected with two lower shoes in 90 ° respectively;The lifting body is placed in the upper firm organization and institute State between lower firm organization;The clamp system includes horizontal fastening bolt, described two adherent plates, it is described two under it is adherent Plate is connected by the horizontal fastening bolt.
2. a kind of concrete column jacking apparatus for rectifying a deviation integral inclined according to claim 1, it is characterised in that institute State jacking apparatus to hold out against provided with bloom, the bloom holds out against height and quantity is set as needed.
3. a kind of concrete column jacking apparatus for rectifying a deviation integral inclined according to claim 2, it is characterised in that institute Jacking apparatus is stated provided with supporting station, the supporting station is welded in adherent plate lower end under two.
4. a kind of concrete column jacking apparatus for rectifying a deviation integral inclined according to claim 3, it is characterised in that institute It is in specular to state firm organization and the lower firm organization.
5. a kind of concrete column jacking apparatus for rectifying a deviation integral inclined according to claim 4, it is characterised in that institute The upper support wing plate quantity stated on two upper adherent plates is equal and symmetrical.
6. a kind of concrete column jacking apparatus for rectifying a deviation integral inclined according to claim 5, it is characterised in that institute The lower support wing plate quantity stated under two on adherent plate is equal and symmetrical.
7. a kind of concrete column jacking apparatus for rectifying a deviation integral inclined according to claim 6, it is characterised in that institute Two upper plates are stated with described two lower shoes respectively by steel disc with bolt to be connected.
8. a kind of concrete column jacking apparatus for rectifying a deviation integral inclined according to claim 7, it is characterised in that institute Stating clamp system also includes longitudinally secured bolt, for connecting and consolidating the adjacent supports wing plate on same adherent plate.
9. a kind of concrete capital for rectifying a deviation integral inclined according to claim 1~8 any one claim Rise device, it is characterised in that the lifting body is hydraulic jack.
CN201720297748.1U 2017-03-24 2017-03-24 A kind of concrete column jacking apparatus for rectifying a deviation integral inclined Expired - Fee Related CN206607952U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720297748.1U CN206607952U (en) 2017-03-24 2017-03-24 A kind of concrete column jacking apparatus for rectifying a deviation integral inclined

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720297748.1U CN206607952U (en) 2017-03-24 2017-03-24 A kind of concrete column jacking apparatus for rectifying a deviation integral inclined

Publications (1)

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CN206607952U true CN206607952U (en) 2017-11-03

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109209012A (en) * 2018-10-09 2019-01-15 江阴建禾钢品有限公司 A kind of construction site new steel structure
CN115341778A (en) * 2022-08-16 2022-11-15 广东中青建筑科技有限公司 Building rectification column node reinforcing method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109209012A (en) * 2018-10-09 2019-01-15 江阴建禾钢品有限公司 A kind of construction site new steel structure
CN109209012B (en) * 2018-10-09 2023-12-26 江阴建禾钢品有限公司 Novel steel structure for construction site
CN115341778A (en) * 2022-08-16 2022-11-15 广东中青建筑科技有限公司 Building rectification column node reinforcing method
CN115341778B (en) * 2022-08-16 2024-05-17 广东中青建筑科技有限公司 Building inclination-correction broken column node reinforcing method

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Granted publication date: 20171103