CN204326122U - Foundation pile pressure-resistant static load test girder connector - Google Patents
Foundation pile pressure-resistant static load test girder connector Download PDFInfo
- Publication number
- CN204326122U CN204326122U CN201420778844.4U CN201420778844U CN204326122U CN 204326122 U CN204326122 U CN 204326122U CN 201420778844 U CN201420778844 U CN 201420778844U CN 204326122 U CN204326122 U CN 204326122U
- Authority
- CN
- China
- Prior art keywords
- grip block
- indented bars
- foundation pile
- static load
- load test
- 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
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Abstract
The utility model discloses a kind of foundation pile pressure-resistant static load test girder connector, comprise: the first grip block, the second grip block and indented bars, described first grip block is welded on one end of indented bars, described second grip block is socketed on indented bars, described indented bars is positioned at outside the second grip block and is also equipped with nut.By the way, the utility model is simple and reasonable, two girders can be got up, and avoids the deviation of gravity center of appearance two girders to make a concerted effort the situation of central axis.
Description
Technical field
The utility model relates to technical field of building construction, particularly relates to a kind of foundation pile pressure-resistant static load test girder connector.
Background technology
So awkward problem often can be run in foundation pile static load compression test, one when running into the larger test problem of tonnage, in hand, existing girder can not meet the requirement of bearing capacity, can not only have the girder of two same specifications and get up with the requirement that could meet bearing capacity, but there will be a problem like this, performance is in operation particularly in uninstall process, owing to there is frictional force between cylinder barrel and piston in jack, thus micro-error problem can be produced, two jack are made to produce asynchrony phenomenon, along with the increase of backhaul will certainly produce inclination, the deviation of gravity center of two girders is caused to make a concerted effort the axis at center, thus have an accident.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of foundation pile pressure-resistant static load test girder connector, simple and reasonable, two girders can be got up, and avoids the deviation of gravity center of appearance two girders to make a concerted effort the situation of central axis.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: provide a kind of foundation pile pressure-resistant static load to test girder connector, comprise: the first grip block, the second grip block and indented bars, described first grip block is welded on one end of indented bars, described second grip block is socketed on indented bars, described indented bars is positioned at outside the second grip block and is also equipped with nut.
In the utility model preferred embodiment, described first grip block is identical with the second grip block structure, include a riser and a transverse slat, described riser has a through hole, described indented bars pierces into the through hole on the first grip block and is welded to connect in through hole and the first grip block, and the other end of described indented bars runs through the through hole on the second grip block.
In the utility model preferred embodiment, described first grip block and the second grip block are all adopt steel plate to make.
The beneficial effects of the utility model are: the utility model foundation pile pressure-resistant static load test girder connector, simple and reasonable, two girders can be got up, and avoid the deviation of gravity center of appearance two girders to make a concerted effort the situation of central axis.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the utility model embodiment, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings, wherein:
Fig. 1 is the perspective view of the utility model foundation pile pressure-resistant static load test girder connector one preferred embodiment;
Fig. 2 is the structural representation be connected with girder by described connector.
In accompanying drawing, the mark of each parts is as follows: 1, the first grip block, the 2, second grip block, and 3, indented bars, 4, nut, 5, transverse slat, 6, riser, 7, through hole.
Detailed description of the invention
Be clearly and completely described to the technical scheme in the utility model embodiment below, obviously, described embodiment is only a part of embodiment of the present utility model, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 and Fig. 2, the utility model embodiment comprises:
A kind of foundation pile pressure-resistant static load test girder connector, comprise: the first grip block 1, second grip block 2 and indented bars 3, described first clamping 1 plate is welded on one end of indented bars 3, described second grip block 2 is socketed on indented bars 3, described indented bars 3 is positioned at outside the second grip block 2 and is also equipped with nut 4, first grip block 1 is stuck on the side of a girder, second grip block 2 is stuck on the side of another root girder, tightening nut 4, the first grip block 1 and the second grip block 2 is made to clamp two girders, during actual use, respectively a connector can be installed up and down at the two ends of two girders, four connector actings in conjunction make two girders firmly connect.
Further, described first grip block 1 is identical with the second grip block 2 structure, include riser 5 and a transverse slat 6, described riser 5 has a through hole 7, described indented bars pierces into the through hole on the first grip block and is welded to connect in through hole and the first grip block, and the other end of described indented bars runs through the through hole on the second grip block.
Described first grip block 1 and the second grip block 2 are all adopt steel plate to make.
The beneficial effects of the utility model are: the utility model foundation pile pressure-resistant static load test girder connector, simple and reasonable, two girders can be got up, and avoid the deviation of gravity center of appearance two girders to make a concerted effort the situation of central axis.
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 description to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical field, be all in like manner included in scope of patent protection of the present utility model.
Claims (3)
1. a foundation pile pressure-resistant static load test girder connector, it is characterized in that, comprise: the first grip block, the second grip block and indented bars, described first grip block is welded on one end of indented bars, described second grip block is socketed on indented bars, described indented bars is positioned at outside the second grip block and is also equipped with nut.
2. foundation pile pressure-resistant static load test girder connector according to claim 1, it is characterized in that, described first grip block is identical with the second grip block structure, include a riser and a transverse slat, described riser has a through hole, described indented bars pierces into the through hole on the first grip block and is welded to connect in through hole and the first grip block, and the other end of described indented bars runs through the through hole on the second grip block.
3. foundation pile pressure-resistant static load test girder connector according to claim 1, it is characterized in that, described first grip block and the second grip block are all adopt steel plate to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420778844.4U CN204326122U (en) | 2014-12-12 | 2014-12-12 | Foundation pile pressure-resistant static load test girder connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420778844.4U CN204326122U (en) | 2014-12-12 | 2014-12-12 | Foundation pile pressure-resistant static load test girder connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204326122U true CN204326122U (en) | 2015-05-13 |
Family
ID=53162498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420778844.4U Expired - Fee Related CN204326122U (en) | 2014-12-12 | 2014-12-12 | Foundation pile pressure-resistant static load test girder connector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204326122U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104480979A (en) * | 2014-12-12 | 2015-04-01 | 常州市安贞建设工程检测有限公司 | Foundation pile compression-resistant static load test main beam connector |
-
2014
- 2014-12-12 CN CN201420778844.4U patent/CN204326122U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104480979A (en) * | 2014-12-12 | 2015-04-01 | 常州市安贞建设工程检测有限公司 | Foundation pile compression-resistant static load test main beam connector |
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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: 20150513 Termination date: 20161212 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |