CN202954378U - Reaction frame - Google Patents
Reaction frame Download PDFInfo
- Publication number
- CN202954378U CN202954378U CN 201220651104 CN201220651104U CN202954378U CN 202954378 U CN202954378 U CN 202954378U CN 201220651104 CN201220651104 CN 201220651104 CN 201220651104 U CN201220651104 U CN 201220651104U CN 202954378 U CN202954378 U CN 202954378U
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- reaction frame
- columns
- jack
- steel
- lira
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- Expired - Fee Related
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Abstract
The utility model discloses a reaction frame. The reaction frame comprises two steel channel columns, two spiral grain steel columns, a reaction frame top cover, a reaction frame pressing plate, a jack, a pile body, a jack pulley, a puller, connectors and a pull steel wire rope, wherein the two steel channel columns and the two spiral grain steel columns are arranged vertically; the reaction frame top cover is arranged on the top of the two steel channel columns and the two spiral grain steel columns; the reaction frame pressing plate is arranged on the two steel channel columns and the two spiral grain steel columns and below the reaction frame top cover; the jack is connected with the bottom of the reaction frame pressing plate; the pile body is arranged below the jack; a connector is arranged on the lower part of each of the two spiral grain steel columns; the jack pulley is arranged on the top of the reaction frame top cover; and the puller is arranged on one steel channel column and fixedly connected with the jack by the pull steel wire rope through the jack pulley. The reaction frame is simple in structure and low in cost, the principle of the reaction frame can be used in building deviation correction and foundation reinforcing engineering, and the reaction frame has a good using effect.
Description
Technical field
The utility model belongs to rectifying of leaned building and underpin field, is specifically related to a kind of reaction frame.
Background technology
The product of the similar reaction frame of prior art is mainly used in the verification of jack, the resistance to compression that also can be used for the various materials such as huge concrete structure, large-scale workpiece detects, reaction frame product for rectifying of leaned building and structure foundation reinforcing does not also have, and the reaction frame of prior art exists processing cost high, from the defect such as great, in rectifying of leaned building and underpin, can't use.
Summary of the invention
The purpose of this utility model is to provide a kind of simple in structure, reaction frame that cost is low, and it also can be used in the operation of rectifying of leaned building and underpin.
The technical scheme that realizes the utility model purpose is a kind of reaction frame, comprise two channel columns, two lira steel columns, the reaction frame top cover, the reaction frame pressing plate, jack, pile body, the jack pulley, chest expander, connector and tension wire rope, described two channel columns and two lira steel columns vertically arrange, described reaction frame top cover is arranged on the top of described two channel columns and two lira steel columns, described reaction frame pressing plate is arranged on described two channel columns and two lira steel columns, and be arranged on the below of described reaction frame top cover, described jack is connected with the bottom of described reaction frame pressing plate, described pile body is arranged on the below of described jack, described connector is arranged on the bottom of described two lira steel columns, described jack pulley is arranged on the top of described reaction frame top cover, described chest expander is arranged on described one of them channel column, and with described jack, be fixedly connected with by the jack pulley by the tension wire rope.
Described reaction frame top cover all is connected with described lira steel column by the ground tackle nut with described reaction frame pressing plate.
The bottom of described two channel columns is fixed on building by lower margin steel plate and fang bolt.
Insert in building the bottom of described two lira steel columns.
The height of described channel column is 2m.
The utlity model has positive effect: of the present utility model simple in structure, cost is lower, can realize that the reaction frame principle used in rectifying of leaned building and basic reinforcing engineering, and result of use is better.
The accompanying drawing explanation
For content of the present utility model is more likely to be clearly understood, below according to specific embodiment also by reference to the accompanying drawings, the utility model is described in further detail, wherein:
Fig. 1 is the structural representation of facing of the present utility model;
Fig. 2 is side-looking structural representation of the present utility model.
The specific embodiment
(embodiment 1)
Fig. 1 and Fig. 2 have shown a kind of specific embodiment of the present utility model, and wherein Fig. 1 is the structural representation of facing of the present utility model; Fig. 2 is side-looking structural representation of the present utility model.
See Fig. 1 and Fig. 2, a kind of reaction frame, comprise two channel columns 1, two lira steel columns 2, reaction frame top cover 3, reaction frame pressing plate 4, jack 5, pile body 6, jack pulley 7, chest expander 8, connector 9 and tension wire rope 10, described two channel columns 1 and two lira steel columns 2 vertically arrange, described reaction frame top cover 3 is arranged on the top of described two channel columns 1 and two lira steel columns 2, described reaction frame pressing plate 4 is arranged on described two channel columns 1 and two lira steel columns 2, and be arranged on the below of described reaction frame top cover 3, described jack 5 is connected with the bottom of described reaction frame pressing plate 4, described pile body 6 is arranged on the below of described jack 5, described connector 9 is arranged on the bottom of described two lira steel columns 2, described jack pulley 7 is arranged on the top of described reaction frame top cover 3, described chest expander 8 is arranged on described one of them channel column 1, and with described jack 5, be fixedly connected with by jack pulley 7 by tension wire rope 10.
Described reaction frame top cover 3 all is connected with described lira steel column 2 by ground tackle nut 11 with described reaction frame pressing plate 4.
The bottom of described two channel columns 1 is fixed on building by lower margin steel plate 12 and fang bolt 13.
Insert in building the bottom of described two lira steel columns 2.
The height of described channel column 1 is 2m.
Obviously, above-described embodiment of the present utility model is only for the utility model example clearly is described, and is not the restriction to embodiment of the present utility model.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without also giving all embodiments.And these belong to apparent variation or the change that connotation of the present utility model extends out and still belong to protection domain of the present utility model.
Claims (5)
1. a reaction frame, comprise two channel columns, two lira steel columns, the reaction frame top cover, the reaction frame pressing plate, jack, pile body, the jack pulley, chest expander, connector and tension wire rope, it is characterized in that: described two channel columns and two lira steel columns vertically arrange, described reaction frame top cover is arranged on the top of described two channel columns and two lira steel columns, described reaction frame pressing plate is arranged on described two channel columns and two lira steel columns, and be arranged on the below of described reaction frame top cover, described jack is connected with the bottom of described reaction frame pressing plate, described pile body is arranged on the below of described jack, described connector is arranged on the bottom of described two lira steel columns, described jack pulley is arranged on the top of described reaction frame top cover, described chest expander is arranged on described one of them channel column, and with described jack, be fixedly connected with by the jack pulley by the tension wire rope.
2. reaction frame according to claim 1, it is characterized in that: described reaction frame top cover all is connected with described lira steel column by the ground tackle nut with described reaction frame pressing plate.
3. according to the sharp 2 described reaction frames that require, it is characterized in that: the bottom of described two channel columns is fixed on building by lower margin steel plate and fang bolt.
4. reaction frame according to claim 3, is characterized in that: in the bottom insertion building of described two lira steel columns.
5. reaction frame according to claim 4, it is characterized in that: the height of described channel column is 2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220651104 CN202954378U (en) | 2012-12-03 | 2012-12-03 | Reaction frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220651104 CN202954378U (en) | 2012-12-03 | 2012-12-03 | Reaction frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202954378U true CN202954378U (en) | 2013-05-29 |
Family
ID=48459957
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220651104 Expired - Fee Related CN202954378U (en) | 2012-12-03 | 2012-12-03 | Reaction frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202954378U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104141297A (en) * | 2014-03-19 | 2014-11-12 | 中国建筑第四工程局有限公司 | Weak bearing stratum foundation strengthening method and structure |
| US8935890B2 (en) | 2013-04-16 | 2015-01-20 | Guangzhou DI•ER Construction Engineering Co., Ltd. | Apparatus and method for reverse rectification |
| CN104695721A (en) * | 2015-03-13 | 2015-06-10 | 济南轨道交通集团有限公司 | Building structure reinforcement method through self-generating reaction force |
-
2012
- 2012-12-03 CN CN 201220651104 patent/CN202954378U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8935890B2 (en) | 2013-04-16 | 2015-01-20 | Guangzhou DI•ER Construction Engineering Co., Ltd. | Apparatus and method for reverse rectification |
| CN104141297A (en) * | 2014-03-19 | 2014-11-12 | 中国建筑第四工程局有限公司 | Weak bearing stratum foundation strengthening method and structure |
| CN104695721A (en) * | 2015-03-13 | 2015-06-10 | 济南轨道交通集团有限公司 | Building structure reinforcement method through self-generating reaction force |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130529 Termination date: 20131203 |