CN201221988Y - Stress meter for test pile construction - Google Patents
Stress meter for test pile construction Download PDFInfo
- Publication number
- CN201221988Y CN201221988Y CNU2008203010039U CN200820301003U CN201221988Y CN 201221988 Y CN201221988 Y CN 201221988Y CN U2008203010039 U CNU2008203010039 U CN U2008203010039U CN 200820301003 U CN200820301003 U CN 200820301003U CN 201221988 Y CN201221988 Y CN 201221988Y
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- thread
- test
- main frame
- taseometer
- 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 - Lifetime
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
Disclosed is a stress gauge for construction of test piles, which comprises an outer casing, a testing component in the outer casing, a test instrument main frame and a signal output cable for connecting the testing component and the test instrument main frame, wherein two steel connecting rods are extended from the testing component to two ends of the outer casing, end portions of the two steel connecting rods are coated with threads, sizes of the threads are equal to screw heads of connected reinforcing bars, and abut joints of the threads and the screw heads are connected via internal-thread adaptor sleeves. The utility model solves the technical problems of convenient connection between a reinforcing bar stress gauge and a test pile reinforcing bar and removing weld thermal effect, can be applied to vibrating-wire reinforcing bar stress gauge, and has the advantages of easy installation, high accuracy, fine long-term stability and small temperature influence.
Description
Technical field
The utility model relates to a kind of stress test equipment, particularly a kind of reinforcement stresses testing tool.
Background technology
In the construction of construction work test pile, taseometer need be installed on the reinforcing bar by design attitude, carry out the reinforcement stresses test.The reinforcement stresses meter can be embedded in hydraulic structure or other concrete structures for a long time, the reinforcement stresses of measurement structure inside.Known reinforcement stresses meter comprises taseometer test component and shell, by signal output cable and the supporting use of testing tool main frame.When the inner reinforcing bar of tested structure met with stresses, the reinforcement stresses meter was a frequency signal with stress transmission, after testing tool main frame mensuration frequency, calculated stress according to mathematical models, and directly calculated the demonstration of stress numeral.The reinforcement stresses meter adopts welding connecting mode traditionally with being connected of reinforcing bar.Flash butt welding, single-selded lap joint, group's bar weldering etc. are generally arranged, and these connected modes have following defective: the flash butt welding power consumption is big, the operational quality instability; Single-selded lap joint is an eccentric force, has measuring error; Group's bar weldering operation inconvenience, when bar spacing was nearer, welding operation can't be implemented.More than three kinds of mode workman manipulation strengths bigger, power consumption is more, it is higher to consume energy owing to there is a welding effect, equal damaging stress instrumentation examination parts easily when the operation welding, and construction more complicated.
The utility model content
In order to overcome the deficiency of existing reinforcement stresses meter, the utility model provides a kind of taseometer that is used for the test pile construction, solve reinforcement stresses meter and the convenient technical matters that is connected, eliminates welding effect of test pile reinforcing bar.
The technical scheme that its technical matters that solves the utility model adopts is:
This taseometer that is used for the test pile construction, comprise test component, the testing tool main frame in shell, the shell and be connected test component and the signal output cable of testing tool main frame, it is characterized in that: test component extends two rod iron connecting links to the shell two ends, the end of two rod iron connecting links all is with screw thread, above-mentioned screw thread is identical with a silk specification that is connected reinforcing bar, and both joints are connected by the internal thread coupling sleeve.
Above-mentioned screw thread is identical with a silk rotation direction that is connected reinforcing bar or rotation direction is opposite.
Above-mentioned screw thread can be rolling straight thread or taper thread.
Above-mentioned screw thread can be single thread, double thread or three-start screw.
The beneficial effects of the utility model are:
Be connected with bush whorl between reinforcement stresses meter and the test pile reinforcing bar, preparation of construction and method are simple, connect very convenient, simplified constructing operation, alleviated working strength of workers, power consumption is less, helps energy-conservation, avoided the thermal effect of welding, test component that can damaging stress meter inside.Simultaneously, reinforcement stresses meter uniaxial force under the less situation of bar spacing, still is convenient to operation.The utility model can be applicable to type vibration wire reinforcement stresses meter, is characterized in being easy to installing, and the accuracy height, long-time stability are good, and temperature effect is little, can not produce additive error.Can be used for and being connected of various reinforcing bars.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a mounting structure synoptic diagram of the present utility model.
Reference numeral: 1-test component, 2-shell, 3-rod iron connecting link, 4-screw thread, 5-internal thread coupling sleeve, 6-signal output cable, 7-are connected reinforcing bar A, 8-and are connected reinforcing bar B, 9-testing tool main frame.
Embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, this taseometer that is used for the test pile construction, comprise test component 1, the testing tool main frame 9 in shell 2, the shell and be connected test component and the signal output cable 6 of testing tool main frame, test component 1 extends two rod iron connecting links 3 to the shell two ends, the end of two rod iron connecting links 3 all is with screw thread 4, above-mentioned screw thread 4 is identical with a silk specification that is connected reinforcing bar, screw thread 4 is identical with a silk rotation direction that is connected reinforcing bar or rotation direction is opposite, and both joints are connected by internal thread coupling sleeve 5.
Above-mentioned screw thread can be rolling straight thread or taper thread, can be single thread, double thread or three-start screw.A silk specification comprises pitch, lead angle, helical pitch, thread profile.
The diameter of rod iron connecting link can be: 12,16,18,22,25,32,36,40 (mm), length can be: 100～800 (mm).
The utility model provides a kind of new stress to take into account mounting means, taseometer adopts the straight thread connected mode, connected mode is to carry out mantle fiber by the rod iron connecting link that adopts straight thread ripping rib and rolling depressing machine counter stress meter two ends, and the reinforcing bar A of installation site, the termination of reinforcing bar B carried out mantle fiber, with the rolling straight thread reinforcing steel bar connecting sleeve tube of same specification taseometer is connected with reinforcing bar.Concrete Connection Step is as follows:
1, the march into the arena straight thread ripping rib and rolling depressing machine that meets installation specification and be connected reinforcing bar A, be connected reinforcing bar B is installed rolling straight thread reinforcing steel bar connecting sleeve tube 5;
2, with straight thread ripping rib and rolling depressing machine the screw thread mantle fiber is carried out in the termination that is connected reinforcing bar A and is connected reinforcing bar B.
3, clamp internal thread coupling sleeve 5 with pipe tongs wrench, turning internal thread coupling sleeve 5 makes the screw thread 4 of rod iron connecting link 3 and reinforcing bar A hold out against at the middle position of internal thread coupling sleeve 5, with dial torque wrench torque value is checked, like this, rod iron connecting link 3 be connected reinforcing bar A and just link together by internal thread coupling sleeve 5.
4, the same, with the rod iron connecting link 3 of the other end be connected reinforcing bar B and link together by internal thread coupling sleeve 5.Like this, the reinforcement stresses meter just is installed on the design reinforcement location by the internal thread coupling sleeve.
When being connected reinforcing bar A and being connected reinforcing bar B when stressed, being connected reinforcing bar A is delivered on the rod iron connecting link 3 at two ends with the power that is connected reinforcing bar B by internal thread coupling sleeve 5, the rod iron connecting link 3 at two ends is stressed to be delivered on the test component 1 of taseometer, the test component 1 of taseometer converts the load that bears to electronic signal and is delivered to by signal output cable 6 in the testing tool main frame 9 on ground, just can cross calculated with mathematical model then and draw the actual load stress value of bearing in taseometer installation site.
Claims (4)
1. one kind is used for the taseometer that test pile is constructed, comprise test component (1), the testing tool main frame (9) in the shell (2), shell and be connected the signal output cable (6) of test component and testing tool main frame, it is characterized in that: test component (1) extends two rod iron connecting links (3) to the shell two ends, the end of two rod iron connecting links (3) all is with screw thread (4), above-mentioned screw thread (4) is identical with a silk specification that is connected reinforcing bar, and both joints are connected by internal thread coupling sleeve (5).
2. the taseometer that is used for the test pile construction according to claim 1 is characterized in that: above-mentioned screw thread (4) is identical with a silk rotation direction that is connected reinforcing bar or rotation direction is opposite.
3. the taseometer that is used for the test pile construction according to claim 1, it is characterized in that: above-mentioned screw thread is rolling straight thread or taper thread.
4. the taseometer that is used for the test pile construction according to claim 1, it is characterized in that: above-mentioned screw thread is single thread, double thread or three-start screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203010039U CN201221988Y (en) | 2008-06-04 | 2008-06-04 | Stress meter for test pile construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203010039U CN201221988Y (en) | 2008-06-04 | 2008-06-04 | Stress meter for test pile construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201221988Y true CN201221988Y (en) | 2009-04-15 |
Family
ID=40575494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008203010039U Expired - Lifetime CN201221988Y (en) | 2008-06-04 | 2008-06-04 | Stress meter for test pile construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201221988Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926508A (en) * | 2012-11-20 | 2013-02-13 | 中国水电顾问集团中南勘测设计研究院 | Constructional reinforcement stress coupling connector and method for connecting and continuously monitoring constructional reinforcement stress |
| CN108303199A (en) * | 2018-04-04 | 2018-07-20 | 单华峰 | A kind of new reinforcing steel bar stress meter and its installation method for steel-pipe pile |
| CN108915742A (en) * | 2018-06-29 | 2018-11-30 | 浙江省建筑设计研究院 | The isolation structure and construction method of the full Grouted bolt stress meter of Rock Tunnel |
| CN112985645A (en) * | 2021-01-21 | 2021-06-18 | 南京工程学院 | Novel equipment stress meter and use method thereof |
| CN117127666A (en) * | 2023-10-27 | 2023-11-28 | 山西机械化建设集团有限公司 | Foundation pile negative friction resistance blocking type test element and mounting method |
-
2008
- 2008-06-04 CN CNU2008203010039U patent/CN201221988Y/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926508A (en) * | 2012-11-20 | 2013-02-13 | 中国水电顾问集团中南勘测设计研究院 | Constructional reinforcement stress coupling connector and method for connecting and continuously monitoring constructional reinforcement stress |
| CN102926508B (en) * | 2012-11-20 | 2015-09-30 | 中国电建集团中南勘测设计研究院有限公司 | A kind of distributing bar stress coupling connector and connect and monitor the method for distributing bar stress with continuation |
| CN108303199A (en) * | 2018-04-04 | 2018-07-20 | 单华峰 | A kind of new reinforcing steel bar stress meter and its installation method for steel-pipe pile |
| CN108303199B (en) * | 2018-04-04 | 2023-12-15 | 单华峰 | Novel steel bar stress meter for steel pipe pile and installation method thereof |
| CN108915742A (en) * | 2018-06-29 | 2018-11-30 | 浙江省建筑设计研究院 | The isolation structure and construction method of the full Grouted bolt stress meter of Rock Tunnel |
| CN112985645A (en) * | 2021-01-21 | 2021-06-18 | 南京工程学院 | Novel equipment stress meter and use method thereof |
| CN117127666A (en) * | 2023-10-27 | 2023-11-28 | 山西机械化建设集团有限公司 | Foundation pile negative friction resistance blocking type test element and mounting method |
| CN117127666B (en) * | 2023-10-27 | 2024-01-26 | 山西机械化建设集团有限公司 | Foundation pile negative friction resistance blocking type test element and mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Yang Junxia Inventor after: Liu Chen Inventor after: Sun Guoming Inventor after: Tu Xiaofeng Inventor after: Zhang Lei Inventor after: Sun Yujing Inventor after: Wang Bin Inventor after: Huo Jundi Inventor before: Yang Junxia Inventor before: Liu Chen Inventor before: Sun Guoming Inventor before: Tu Xiaofeng Inventor before: Zhang Lei Inventor before: Sun Yujing |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: YANG JUNXIA LIU CHEN SUN GUOMING TU XIAOFENG ZHANG LEI SUN YUJING TO: YANG JUNXIA LIU CHEN SUN GUOMING TU XIAOFENG ZHANG LEI SUN YUJING WANG BIN HUO JUNDI |
|
| CX01 | Expiry of patent term |
Granted publication date: 20090415 |
|
| CX01 | Expiry of patent term |