CN202882225U - Configured steel bar stress coupling connector and device for carrying out continuous monitoring on stress of configured steel bar - Google Patents
Configured steel bar stress coupling connector and device for carrying out continuous monitoring on stress of configured steel bar Download PDFInfo
- Publication number
- CN202882225U CN202882225U CN 201220614302 CN201220614302U CN202882225U CN 202882225 U CN202882225 U CN 202882225U CN 201220614302 CN201220614302 CN 201220614302 CN 201220614302 U CN201220614302 U CN 201220614302U CN 202882225 U CN202882225 U CN 202882225U
- Authority
- CN
- China
- Prior art keywords
- stress
- steel bar
- distributing bar
- connector
- reinforcing rib
- 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
Links
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a configured steel bar stress coupling connector and a device for carrying out continuous monitoring on stress of a configured steel bar. The configured steel bar stress coupling connector comprises a nut column body, two connectors which are in threaded connection with the two ends of the nut column body, and locking nuts matched with the connectors. The nut column body and the left and right connectors of the two ends respectively adopt a manner of matching positive and negative threads to connect the connector to the configured steel bar to screw a nut column; and pull stress can be applied to the configured steel bar and the configured steel bar is locked by the locking nuts matched with the connectors to realize the stress coupling connection of the configured steel bar. According to the configured steel bar stress coupling connector and the device for carrying out the continuous monitoring on the stress of the configured steel bar, after being damaged, a steel bar meter arranged on the configured steel bar can be replaced and the pull stress can be applied to the configured steel bar, so that a starting measurement value of a new steel bar meter is a previous measurement numerical value and the aim of continuously monitoring the stress of the configured steel bar is realized.
Description
Technical field
The device that the utility model relates to a kind of distributing bar stress coupling connector and continues to monitor for the stress to distributing bar, being mainly used in the reinforcement stresseses such as concrete structure reinforcing bars, underground chamber reinforcing bar grid bow member is of coupled connections, be to make this reinforcement stresses return to original level when connecting again after the structure stress reinforcing bar blocks, make concrete structure or steel reinforcement support structure keep original state or stress distribution.
Background technology
Because the complexity of underground rock cavern geological conditions must be carried out supporting to it on the engineering, comprises bolt support, reinforced concrete lining layer supporting, shaped steel arch supporting, the supporting of reinforcing bar grid bow member etc.In order to understand surrounding rock of chamber distortion and stabilization process, and the stress of supporting and protection structure, we need to arrange some monitoring instruments, wherein arrange that at the distributing bar of some emphasis hole sections and key position (or position) reinforcing rib meter is one of main method of safety monitoring.
In engineering reality, distributing bar stress generally speaking is unknown, therefore, the distributing bar stress coupling connector that the utility model proposes not is the stress coupling connection for the ordinary construction reinforcing bar, but for the distributing bar that is furnished with reinforcing rib meter, and needs are changed the occasion of reinforcing rib meter.
Existing checkout gear is reinforcing rib meter to be connected on the distributing bar measure its stress, in case the lasting after reinforcing rib meter lost efficacy because of reasons such as quality, macroseism, measured value transfinite in the process of monitoring, generally can't repair, can not change.The reason that can not change mainly is:
1) in a single day take off reinforcing rib meter, this distributing bar has just lost original effect, the stress of its loss turns by the other parts of structure (comprising adjacent distributing bar) to be born, and reaches new balancing of stresses.
2) replace with after the new reinforcing rib meter (reinforcing rib meter is connected with the distributing bar butt welding), distributing bar does not also stress, and the stress that this moment, reinforcing rib meter recorded is zero.
3) if new variation has occured the stable state of surrounding rock of chamber, reinforcing rib meter can be surveyed the situation of this variation, but the actual measurement variable quantity is not identical with the variable quantity that the distributing bar of normal condition occurs, and magnitude is very little, also without predictable geometric ratio relation.
Therefore, in case the reinforcing rib meter of monitoring distributing bar stress damages, also there is not a kind of prior art can recover the continuation of original distributing bar stress is monitored.
The utility model content
After damaging, reinforcing rib meter can not recover original distributing bar stress is continued the deficiency of monitoring in order to overcome prior art, the utility model aims to provide a kind of distributing bar stress coupling connector, this connector is mainly used in engineering structures reinforcing bar stress coupling and connects, be to make this reinforcement stresses return to original level when connecting again after the structure stress reinforcing bar blocks, thereby make concrete structure or steel reinforcement support structure keep original state or stress distribution.
To achieve these goals, the technical scheme that adopts of the utility model is:
A kind of distributing bar stress coupling connector, its design feature be, two connectors that comprise the nut cylinder and be threaded with the nut cylinder, and with the supporting locking nut of connector; The internal thread hole of described nut cylinder is divided into left and right sides two parts, and the thread rotary orientation of two-part internal thread hole is opposite, about two connector precessions to the nut cylinder and between two connectors, have the gap.
The medium position of described nut cylinder have with two connectors between the exhaust hole that is communicated with of gap.
Further, the utility model provides a kind of device that continues to monitor for the stress to distributing bar, comprise reinforcing rib meter, its design feature is, also comprise the aforesaid distributing bar stress coupling connector that is connected with the reinforcing rib meter butt welding, the butt welding of described distributing bar stress coupling connector is serially connected in the incision of distributing bar, i.e. the position of former reinforcing rib meter forms the overall structure of new structure stress reinforcing bar.
By said structure, a kind of distributing bar stress coupling connector comprises nut cylinder and the left and right sides connector that is threaded with nut cylinder two ends, and supporting locking nut on the connector of two ends, the left and right sides; The internal thread hole of nut cylinder is divided into left and right sides two parts, and thread rotary orientation is opposite, and left and right sides connector precession is to the middle part of nut cylinder, between leave the gap; For the ease of two connectors near the time, the air in the gap can be discharged smoothly, the middle part of nut cylinder have with two connectors between the exhaust hole that is communicated with of gap.
If block the connector at nut cylinder two ends, avoid it to reverse, the rotating nut cylinder can make left and right sides connector produce the displacement of drawing close to the centre again.
The above-mentioned distributing bar stress coupling connector series welding that assembles is located at the breakpoint (or interruption) of distributing bar, realized that pro forma distributing bar connects (this moment, the stress of distributing bar equalled zero), then the rotating nut cylinder can make left and right sides connector produce the displacement of drawing close to the centre, namely distributing bar has been applied tensile stress, reach when the tensile stress that applies behind our required value with locking nut nut cylinder and connector locking, the stress coupling of having finished distributing bar connects.Therefore, the distributing bar stress coupling connector that the utility model proposes, the stress coupling that is mainly used in distributing bar connects, and makes this reinforcement stresses return to original level when connecting after namely the structure stress reinforcing bar blocks again, and keeps original stress or the stress distribution of structure.
The distributing bar stress coupling connector that the utility model provides is suitable for being installed in the replacing of the reinforcing rib meter on the distributing bar most.The application apparatus that consists of comprises distributing bar stress coupling connector and is connected the new reinforcing rib meter that butt welding connects, and then its series welding is connected to the position that is replaced reinforcing rib meter on the distributing bar, to realize continuing the stress of monitoring distributing bar.
The utility model utilizes above-mentioned distributing bar stress coupling connector to connect with the method that continues monitoring distributing bar stress and comprises the steps:
The reinforcing rib meter that 1), will damage or lose efficacy excises from distributing bar;
2), a new reinforcing rib meter is connected with the butt welding of distributing bar stress coupling connector, the whole butt welding of the reinforcing rib meter after will connecting again and distributing bar stress coupling connector is serially connected in the incision of distributing bar, and distributing bar is coupled together;
3), block two connectors and avoid it to reverse, screw again the nut cylinder, distributing bar is applied tensile stress, apply the size of tensile stress by the reading control of monitoring reinforcing rib meter, make the measurement numerical value that measured value equals original reinforcing rib meter that rises of reinforcing rib meter;
4) adopt, at last locking nut with nut cylinder and two connector lockings, realize that the stress coupling of distributing bar connects.
Further, in step 3), adopting double end Y shape back-up wrench to block two connectors avoids it to reverse, use again single head gusset hand-screw jack panel cylinder, distributing bar is applied tensile stress, namely distributing bar is applied tensile stress, apply the size of tensile stress by the reading control of monitoring reinforcing rib meter, make the measurement numerical value that measured value equals original reinforcing rib meter that rises of new reinforcing rib meter, adopt at last locking nut with nut cylinder and two connector lockings.
Therefore, the distributing bar stress coupling connector that the utility model provides and application and implementation method, solved and changed after reinforcing rib meter damages, make the measured value that rises of new reinforcing rib meter equal original measurement numerical value level continuation observation, and distributing bar return to the key technical problem of original stress state.
Compared with prior art, the beneficial effects of the utility model are: the utility model has solved to be changed after reinforcing rib meter damages, and makes the measured value that rises of new reinforcing rib meter return to original measurement numerical value, has realized continuing the purpose of observation.The distributing bar stress coupling connector that the utility model proposes, the stress coupling that is mainly used in distributing bar connects, be to make this reinforcement stresses return to original level when connecting again after the structure stress reinforcing bar blocks, keep original stress or the stress distribution of structure.
Below in conjunction with drawings and Examples the utility model is further elaborated.
Description of drawings
Fig. 1 is the schematic diagram that distributing bar stress coupling connector is connected in series with reinforcing rib meter and distributing bar;
Fig. 2 is the structure drawing of distributing bar stress coupling connector;
In the drawings:
1-distributing bar stress coupling connector, the 2-reinforcing rib meter, the 3-Cables for Dam Observation,
The 4-distributing bar, 5-nut cylinder, 6-connector, 7-locking nut, 8-air vent.
The specific embodiment
A kind of distributing bar stress coupling connector 1, as shown in Figure 2, mainly by nut cylinder 5, connector 6, locking nut 7 totally 5 parts consist of, first locking nut 7 is screw on the connector 6, connector 6 is screw in the two ends screw of nut cylinder 5 again.
The practical application device of above-mentioned distributing bar stress coupling connector 1 comprises the distributing bar stress coupling connector 1 that the reinforcing rib meter 2 with Cables for Dam Observation 3 is connected with butt welding as shown in Figure 1, and the distributing bar 4 that is connected by series welding.
Adjust first the degree of depth of left and right sides connector 6 precession nut cylinders 5 during practical application, the requirement degree of depth is basic identical, and reserve suitable gap in nut cylinder 5 centre positions, then the coupled connector 1 of assembling being adjusted is connected with new reinforcing rib meter 2 butt welding, again it is connected with distributing bar 4 series weldings, as shown in Figure 1.
As shown in Figure 1 distributing bar 4 is applied tensile stress.Block left and right sides connector 6 with the special-purpose back-up wrench of double end Y shape first, apply tensile stress with the common gusset hand-screw of single head jack panel cylinder 5 again, reading control by monitoring reinforcing rib meter 2 is afterburning, makes the measured value that rises of new reinforcing rib meter 2 equal original measurement numerical value, at last with locking nut 7 lockings.When screwing nut cylinder 5 and applying tensile stress, a small amount of displacement that left and right sides connector 6 can be drawn close, the gap smaller that nut cylinder 5 centre positions are reserved, the air that has more is by exhaust hole 8 discharges.
Afterwards, if new variation has occured the stable state of surrounding rock of chamber, new reinforcing rib meter 2 can be surveyed the truth that therefore distributing bar changes accurately.
A kind of method of utilizing above-mentioned distributing bar stress coupling connector to connect and continuing to monitor distributing bar stress comprises the steps:
1), the reinforcing rib meter that will damage or lose efficacy is from distributing bar 4 excisions, and a bit of identical with distributing bar stress coupling connector length of simultaneously many excisions;
2), a new reinforcing rib meter 2 is connected with 1 butt welding of distributing bar stress coupling connector, the reinforcing rib meter 2 after will connecting again and the 1 whole butt welding of distributing bar stress coupling connector are serially connected in the incision of distributing bar 4, and distributing bar 4 is coupled together;
3), adopting double end Y shape back-up wrench to block two connectors 6 avoids it to reverse, use again single head gusset hand-screw jack panel cylinder 5, distributing bar 4 is applied tensile stress, reading by monitoring reinforcing rib meter 2 is controlled the size that applies tensile stress, makes the measurement numerical value that measured value equals original reinforcing rib meter that rises of reinforcing rib meter 2;
4) adopt, at last locking nut 7 with nut cylinder 5 and two connector 6 lockings, realize that the stress coupling of distributing bar 4 connects.
The content that above-described embodiment is illustrated should be understood to these embodiment and only is used for being illustrated more clearly in the utility model, and be not used in the restriction scope of the present utility model, after having read the utility model, those skilled in the art all fall within the application's claims limited range to the modification of the various equivalent form of values of the present utility model.
Claims (3)
1. a distributing bar stress coupling connector is characterized in that, comprises nut cylinder (5) and two connectors (6) that are threaded with nut cylinder (5), and with the supporting locking nut (7) of connector (6); The internal thread hole of described nut cylinder (5) is divided into left and right sides two parts, and the thread rotary orientation of two-part internal thread hole is opposite, about two connectors (6) precession to the nut cylinder (5) and between two connectors (6), have the gap.
2. distributing bar stress coupling connector according to claim 1 is characterized in that, the medium position of described nut cylinder (5) have with two connectors (6) between the exhaust hole (8) that is communicated with of gap.
3. device that the stress that is used for distributing bar continues to monitor, comprise reinforcing rib meter (2), it is characterized in that, also comprise be connected with reinforcing rib meter (2) butt welding such as the described distributing bar stress coupling of one of claim 1 ~ 2 connector (1), described distributing bar stress coupling connector (1) butt welding is serially connected in the incision of distributing bar, be the position of former reinforcing rib meter, form the overall structure of new structure stress reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220614302 CN202882225U (en) | 2012-11-20 | 2012-11-20 | Configured steel bar stress coupling connector and device for carrying out continuous monitoring on stress of configured steel bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220614302 CN202882225U (en) | 2012-11-20 | 2012-11-20 | Configured steel bar stress coupling connector and device for carrying out continuous monitoring on stress of configured steel bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202882225U true CN202882225U (en) | 2013-04-17 |
Family
ID=48073666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220614302 Expired - Lifetime CN202882225U (en) | 2012-11-20 | 2012-11-20 | Configured steel bar stress coupling connector and device for carrying out continuous monitoring on stress of configured steel bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202882225U (en) |
Cited By (4)
| 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 |
| CN105464290A (en) * | 2015-12-10 | 2016-04-06 | 江苏金砼预制装配建筑发展有限公司 | Novel steel bar connection sleeve |
| CN109580065A (en) * | 2018-12-28 | 2019-04-05 | 中国电建集团贵阳勘测设计研究院有限公司 | Reinforcing bar meter installation method and structural form thereof |
| CN111462610A (en) * | 2020-04-21 | 2020-07-28 | 河海大学 | Teaching model convenient for replacing steel bar meter and replacement method of steel bar meter |
-
2012
- 2012-11-20 CN CN 201220614302 patent/CN202882225U/en not_active Expired - Lifetime
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 |
| 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 |
| CN105464290A (en) * | 2015-12-10 | 2016-04-06 | 江苏金砼预制装配建筑发展有限公司 | Novel steel bar connection sleeve |
| CN109580065A (en) * | 2018-12-28 | 2019-04-05 | 中国电建集团贵阳勘测设计研究院有限公司 | Reinforcing bar meter installation method and structural form thereof |
| CN111462610A (en) * | 2020-04-21 | 2020-07-28 | 河海大学 | Teaching model convenient for replacing steel bar meter and replacement method of steel bar meter |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202882225U (en) | Configured steel bar stress coupling connector and device for carrying out continuous monitoring on stress of configured steel bar | |
| US4738145A (en) | Monitoring torque in tubular goods | |
| CN103321431B (en) | Rebar tensioner | |
| CN107085085B (en) | Hydro-thermal power THM coupling manual pipe jacking disturbed soil grouting test device and method | |
| CN103291331B (en) | Underground cavern group layout method | |
| CN103291316B (en) | Large-scale underground cavern group arrangement design method | |
| CN103291332B (en) | Large-scale underground cavern group arrangement method | |
| CN107165050A (en) | A kind of cord clip of suspension bridge screw rod axle power construction method | |
| CN105442760A (en) | Steel bar connection mode used for connection among prefabricated reinforced concrete members | |
| CN107288671A (en) | Reinforcing soft broken coal rock body bores the integrated extensible anchor pole of envelope note and its construction method | |
| CN102926508B (en) | A kind of distributing bar stress coupling connector and connect and monitor the method for distributing bar stress with continuation | |
| CN104452595A (en) | Tensioning device for stay cable which is provided with single-lug or double-lug sleeve and can be adjusted in one direction or two directions and construction method of device | |
| CN205209870U (en) | Concrete durability research is with axle load provides device | |
| CN202903390U (en) | Stay cable force output connector | |
| CN209214584U (en) | A kind of auxiliary device of tunnel monitoring measurement Vault settlement | |
| CN208011156U (en) | A kind of municipal pipeline plugging device based on liquid nitrogen | |
| CN103046941A (en) | Anchor cable yield device capable of realizing working load visualization | |
| CN204312106U (en) | The fastening lockset of anchor pole | |
| CN103572710B (en) | Main rope of suspension bridge steel wire lapping repair method and bridging assembly thereof | |
| CN202229874U (en) | Anti-freezing pressure meter of material storage tank | |
| CN206038211U (en) | Measure device of bolt pretightning force | |
| Zhang et al. | Investigation of the compression-bending capacity evaluation of non-bolted segmental joints | |
| CN203531409U (en) | Tensioner for steel bars | |
| CN202108038U (en) | Solid drainage body used for processing soft soil foundation with preloading method | |
| CN204474701U (en) | A kind of blast furnace water-cooling but wall pressure testing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: HYDROCHINA ZHONGNAN ENGINEERING CORPORATION Free format text: FORMER NAME: ZHONGNAN PROSPECTING DESIGN INST. CHINA HYDRAUELECTRIC CONSULTANT GROUP Owner name: CHINA POWER GROUP ZHONGNAN INVESTIGATION DESIGN + Free format text: FORMER NAME: HYDROCHINA ZHONGNAN ENGINEERING CORPORATION |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 410014, 9 camphor Road, Yuhua District, Hunan, Changsha Patentee after: HYDROCHINA ZHONGNAN ENGINEERING Corp. Address before: 410014, 9 camphor Road, Yuhua District, Hunan, Changsha Patentee before: Mid-South Hydroelectric Investigation & Design Institute of China Hydropower Engineering Consulting Group |
|
| CP03 | Change of name, title or address |
Address after: 410014 Hunan province Changsha Yuhua District, camphor Road No. 16 Patentee after: POWERCHINA ZHONGNAN ENGINEERING Corp.,Ltd. Address before: 410014, 9 camphor Road, Yuhua District, Hunan, Changsha Patentee before: HYDROCHINA ZHONGNAN ENGINEERING Corp. |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20130417 Effective date of abandoning: 20150930 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20130417 Effective date of abandoning: 20150930 |
|
| RGAV | Abandon patent right to avoid regrant |