CN204666439U - Anchor rod drawing test tripod counter-force bracing or strutting arrangement - Google Patents
Anchor rod drawing test tripod counter-force bracing or strutting arrangement Download PDFInfo
- Publication number
- CN204666439U CN204666439U CN201520390248.3U CN201520390248U CN204666439U CN 204666439 U CN204666439 U CN 204666439U CN 201520390248 U CN201520390248 U CN 201520390248U CN 204666439 U CN204666439 U CN 204666439U
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- China
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- bearing plate
- counter
- strutting arrangement
- anchor rod
- rod drawing
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Abstract
The utility model discloses a kind of anchor rod drawing test tripod counter-force bracing or strutting arrangement, comprise three studdles, its top is all connected to bearing plate, the bottom of studdle is provided with sleeve, and installed by nut, the bottom of sleeve is by ball-joint anatomical connectivity to lower bearing plate, and the center of described upper bearing plate is provided with through hole.Utilize the utility model that equipment jack cylinder and anchor pole in installation and tension process can be made on the same axis, to improve measuring accuracy.And this device is simple to operate, can increase work efficiency.
Description
Technical field
The utility model relates to anchor rod drawing testing inspection field, is specially a kind of tripod counter-force bracing or strutting arrangement of anchor rod drawing testing inspection.
Background technology
When carrying out anchor rod drawing testing inspection, according to standard-required, drawing equipment being installed, needing, by jack cylinder center line and anchor pole dead in line, to avoid eccentric tension.Because anchor bolt construction has certain inclination angle or construction surface to be inclined-plane in actual testing process, install and be easy to cause jack cylinder and anchor pole not on the same axis in tension process.Therefore need a kind of counter-force bracing or strutting arrangement, the equipment that ensures jack cylinder and anchor pole in installation and tension process on the same axis, improve measuring accuracy.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, there is provided a kind of anchor rod drawing to test tripod counter-force bracing or strutting arrangement, make equipment jack cylinder and anchor pole in installation and tension process on the same axis, improve measuring accuracy, and it is simple to operate, can effectively increase work efficiency.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of anchor rod drawing test tripod counter-force bracing or strutting arrangement, comprise three studdles, its top is all connected to bearing plate, the bottom of studdle is provided with sleeve, and installed by nut, the bottom of sleeve is by ball-joint anatomical connectivity to lower bearing plate, and the center of described upper bearing plate is provided with through hole.
The top of described three studdles is welded with upper bearing plate, guarantees that structure meets requirement for bearing capacity.And studdle and nut adopt 10.9S Materials with High Strength in device, other material adopts 45# steel, and assurance device possesses enough bearing capacities.
The center of described upper bearing plate is provided with semi-circular recesses, ensures steadily to put into groove bottom lifting jack; Through hole is positioned at groove, ensures that tension anchor pole can pass through bearing plate.
The middle part of three studdles of this device is welded with supporting bracket, and the center of supporting bracket is provided with the concentric circle holes identical with through hole; Ensure anchor pole through lifting jack, upper bearing plate and supporting bracket time on the same axis.
By the setting of ball-joint structure, ensure that lower platen can rotate freely, guarantee that lower platen effectively contacts with supporting plate.And sleeve can be rotated on studdle up and down by nut, thus regulate length or the height of this device, when same axis, this device can abundant and blade contacts through lifting jack, upper bearing plate and supporting bracket to ensure anchor pole.Described ball-joint structure comprises the bulb being arranged at sleeve bottom and the ball groove be arranged on lower bearing plate, and wherein bulb is connected with ball slot fit.Studdle configures nut, improves the stability of device.
Utilize the utility model that equipment jack cylinder and anchor pole in installation and tension process can be made on the same axis, to improve measuring accuracy.And this device is simple to operate, can increase work efficiency.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is structure vertical view of the present utility model.
Fig. 3 is the A place enlarged drawing in Fig. 1.
Fig. 4 is using state figure of the present utility model.
Embodiment
Further illustrate the utility model below in conjunction with embodiment, but the claimed scope of the utility model is not limited to the scope of embodiment statement.
As Figure 1-Figure 4, a kind of anchor rod drawing test tripod counter-force bracing or strutting arrangement, it is characterized in that: comprise three studdles 1, its top is all connected to bearing plate 2, the bottom of studdle 1 is provided with sleeve 3, and installed by nut 4, the bottom of sleeve 3 is by ball-joint anatomical connectivity to lower bearing plate 5, and the center of described upper bearing plate 2 is provided with through hole 21.
In preferred scheme, the top of described three studdles is welded with upper bearing plate 2.
Further, the center of described upper bearing plate 2 is provided with semi-circular recesses 22, and through hole 21 is positioned at groove 22.
Further, the middle part of three studdles 1 of this device is welded with supporting bracket 6, and the center of supporting bracket 6 is provided with the concentric circle holes 61 identical with through hole 21.
Further, described ball-joint structure comprises the bulb 31 be arranged at bottom sleeve 3 and the ball groove 51 be arranged on lower bearing plate 5, and wherein bulb 31 and ball groove 51 are connected.
During use, first process the surface of retaining structure 7, make it smooth.Again center hole supporting plate 8 is passed anchor pole 9, be placed on retaining structure, guarantee to have with retaining structure fully to contact, improve bearing area.By the supporting bracket of this device and upper bearing plate successively through anchor pole 9, guarantee with anchor pole on the same axis.Turnbarrel, regulates the length of studdle respectively, and utilizes spherical hinge structure that lower bearing plate can effectively be contacted with center hole supporting plate 8.Fastening nut, makes this device solid and reliable.Testing inspection lifting jack 10 is inserted in anchor pole 9, is steadily placed in the semi-circular recesses 22 of bearing plate, jack cylinder and anchor pole be on the same axis in installation and tension process to guarantee equipment.Connect drawing instrument manual pump, jack cylinder piston is extended slightly, be convenient to clamper for disassembling after test.Last clamping device, whole installation process is complete.Anchor rod experiment just can carry out testing inspection according to specific standards method.
Claims (5)
1. an anchor rod drawing test tripod counter-force bracing or strutting arrangement, it is characterized in that: comprise three studdles (1), its top is all connected to bearing plate (2), the bottom of studdle (1) is provided with sleeve (3), and installed by nut (4), the bottom of sleeve (3) is by ball-joint anatomical connectivity to lower bearing plate (5), and the center of described upper bearing plate (2) is provided with through hole (21).
2. anchor rod drawing test tripod counter-force bracing or strutting arrangement according to claim 1, is characterized in that: the top of described three studdles is welded with upper bearing plate (2).
3. anchor rod drawing test tripod counter-force bracing or strutting arrangement according to claim 1, is characterized in that: the center of described upper bearing plate (2) is provided with semi-circular recesses (22), and through hole (21) is positioned at groove (22).
4. anchor rod drawing test tripod counter-force bracing or strutting arrangement according to claim 1, it is characterized in that: the middle part of three studdles (1) of this device is welded with supporting bracket (6), and the center of supporting bracket (6) is provided with the concentric circle holes (61) identical with through hole (21).
5. anchor rod drawing test tripod counter-force bracing or strutting arrangement according to claim 1, it is characterized in that: described ball-joint structure comprises the bulb (31) being arranged at sleeve (3) bottom and the ball groove (51) be arranged on lower bearing plate (5), and wherein bulb (31) and ball groove (51) are connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520390248.3U CN204666439U (en) | 2015-06-09 | 2015-06-09 | Anchor rod drawing test tripod counter-force bracing or strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520390248.3U CN204666439U (en) | 2015-06-09 | 2015-06-09 | Anchor rod drawing test tripod counter-force bracing or strutting arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204666439U true CN204666439U (en) | 2015-09-23 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520390248.3U Expired - Fee Related CN204666439U (en) | 2015-06-09 | 2015-06-09 | Anchor rod drawing test tripod counter-force bracing or strutting arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204666439U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105548001A (en) * | 2016-01-23 | 2016-05-04 | 北京航空航天大学 | Pipe seam type anchor rod on-site drawing force measurement device |
| CN105758707A (en) * | 2016-03-30 | 2016-07-13 | 广西众诚工程质量检测有限公司 | Circular pull-out test supporting device |
| CN108756966A (en) * | 2018-06-07 | 2018-11-06 | 湖南科技大学 | A kind of tensioning equipment suitable for underground construction defective anchor bar |
| CN109441504A (en) * | 2018-12-04 | 2019-03-08 | 湖北三峡职业技术学院 | Anti-force type pull rod device |
| CN109537641A (en) * | 2018-11-20 | 2019-03-29 | 乐清市建设监理有限公司 | Anchor pole loading detection device and the method detected using the device |
| CN111238943A (en) * | 2020-02-24 | 2020-06-05 | 四川道诚建设工程检测有限责任公司 | Anchoring part drawing force detection device and detection method for improving detection level |
| CN112014220A (en) * | 2020-08-26 | 2020-12-01 | 中交第二航务工程局有限公司 | Leveling device for anchor rod drawing detection and construction method |
| CN112747200A (en) * | 2021-01-30 | 2021-05-04 | 中国二十二冶集团有限公司 | Support adjusting device in building engineering and mounting method |
-
2015
- 2015-06-09 CN CN201520390248.3U patent/CN204666439U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105548001A (en) * | 2016-01-23 | 2016-05-04 | 北京航空航天大学 | Pipe seam type anchor rod on-site drawing force measurement device |
| CN105548001B (en) * | 2016-01-23 | 2018-11-27 | 北京航空航天大学 | A kind of pipe-seam type anchor rod scene drawing force measuring device |
| CN105758707A (en) * | 2016-03-30 | 2016-07-13 | 广西众诚工程质量检测有限公司 | Circular pull-out test supporting device |
| CN108756966A (en) * | 2018-06-07 | 2018-11-06 | 湖南科技大学 | A kind of tensioning equipment suitable for underground construction defective anchor bar |
| CN109537641A (en) * | 2018-11-20 | 2019-03-29 | 乐清市建设监理有限公司 | Anchor pole loading detection device and the method detected using the device |
| CN109537641B (en) * | 2018-11-20 | 2020-08-11 | 乐清市建设监理有限公司 | Anchor rod load detection device and detection method using same |
| CN109441504A (en) * | 2018-12-04 | 2019-03-08 | 湖北三峡职业技术学院 | Anti-force type pull rod device |
| CN109441504B (en) * | 2018-12-04 | 2024-03-01 | 湖北三峡职业技术学院 | Counter-force type pull rod device |
| CN111238943A (en) * | 2020-02-24 | 2020-06-05 | 四川道诚建设工程检测有限责任公司 | Anchoring part drawing force detection device and detection method for improving detection level |
| CN112014220A (en) * | 2020-08-26 | 2020-12-01 | 中交第二航务工程局有限公司 | Leveling device for anchor rod drawing detection and construction method |
| CN112747200A (en) * | 2021-01-30 | 2021-05-04 | 中国二十二冶集团有限公司 | Support adjusting device in building engineering and mounting method |
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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: 20150923 Termination date: 20160609 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |