CN204855273U - Thrust device for building structure - Google Patents
Thrust device for building structure Download PDFInfo
- Publication number
- CN204855273U CN204855273U CN201520544124.6U CN201520544124U CN204855273U CN 204855273 U CN204855273 U CN 204855273U CN 201520544124 U CN201520544124 U CN 201520544124U CN 204855273 U CN204855273 U CN 204855273U
- Authority
- CN
- China
- Prior art keywords
- force
- bluff piece
- counter
- platform
- pad
- 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
Links
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model provides a horizontal thrust monitoring devices for the building structure, includes the counter -force platform, place in the hydraulic pressure punching jack of counter -force bench, penetrate hydraulic pressure punching jack piston center the gasket, be located the gasket upper end main application of force component bluff piece, establish and be equipped with the pressure sensor of round platform, the atress structure of being connected through bolt and bluff piece at between gasket and the bluff piece and top, be provided with the recess at bluff piece center part, messenger pressure sensor's round platform can closely inlay with the recess to be connected. The utility model has the advantages of can the accurate measuring device application of force size, reduce working strength, improve work efficiency, can provide accurate data.
Description
Technical field
The utility model thrust device relates to the building structure technology field that existing balustrade with glass panel, curtain wall maybe need to carry out horizontal thrust testing inspection.
Background technology
At present, balustrade with glass panel is employed for because it is attractive in appearance in a large amount of public building, but because public building is at serviceability limit stage, building enclosure balustrade with glass panel easily receives and bears against, clash into and wait larger horizontal loading impact, and glass material has the frangible characteristic that is hit, therefore for ensureing at serviceability limit stage, the security of building enclosure, horizontal loading test must be carried out to balustrade with glass panel structure, whether the horizontal thrust of inspection sheet sheet glass breast board meets design and code requirement, to go forward side by side limit by row loading test, measure the amount of deflection on edge on breast board under load action, for the design of correlation engineering provides test figure, and ensure the safety and stability of serviceability limit stage structure.
When conventional horizontal loading test detects, Problems existing has:
1, conventional horizontal loading test detects and adopts fixture to be fixedly clamped to edge on glass, easily causes on glass along being caught broken;
2, usually when carrying out horizontal loading test and detecting, because of operating difficulties, often replace thrust with pulling force, be not inconsistent with actual loading, and before and after glass, insert depth is inconsistent, more cause test gained ultimate load excessive or too small;
3, when carrying out horizontal loading test to existing balustrade with glass panel and detecting, also may take the mode that sample presentation laboratory examination detects, not be inconsistent with original position original state Site Detection state.
Summary of the invention
The purpose of this utility model is to provide a kind of building structure thrust device, and Main Function is fixed lifting jack and force bluff piece, and arrange pad and the pressure transducer of uniaxial force, while preventing bias, and can Measurement accuracy device force size.This operator's console can carry out each assembling parts by single, not only reduces working strength, improves work efficiency, and can provide data accurately.This device is applicable to the building structural element that balustrade with glass panel, curtain wall maybe need to carry out horizontal thrust testing inspection.
The purpose of this utility model is achieved by the following technical solution:
A kind of building structure horizontal thrust monitoring device, the utility model is characterised in that, comprises counter-force platform, the hydraulic pressure punching lifting jack be positioned on counter-force platform, the pad penetrating hydraulic pressure punching jack piston center, main force application component bluff piece in pad upper end, is located at the pressure transducer that between pad with bluff piece and top is provided with round platform, the force structure be connected with bluff piece by bolt; Bluff piece centre is provided with groove, the round platform of pressure transducer to be embeddingly connected with groove is tight.
The adjustable height of counter-force platform of the utility model device and the contact point of bluff piece and quantity, to reach the effect regulating stress point.
The utility model device is when carrying out thrust test, and the position of counter-force platform and pad all should adjust, and to reach the effect of uniaxial force, pad arranges axostylus axostyle to penetrate hydraulic jack.
The beneficial effects of the utility model are, be fixed, and arrange pad and the pressure transducer of uniaxial force to lifting jack and force bluff piece, while preventing bias, and can Measurement accuracy device force size.This operator's console can carry out each assembling parts by single, not only reduces working strength, improves work efficiency, and can provide data accurately.This device is applicable to the building structural element that balustrade with glass panel, curtain wall maybe need to carry out horizontal thrust testing inspection.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation; Building structure thrust device (for two points stress bluff piece) (wherein bluff piece claw does not install high-strength bolt).
Embodiment
As shown in Figure 1, a kind of building structure horizontal thrust monitoring device, the utility model is characterised in that, comprises counter-force platform 1, the hydraulic pressure punching lifting jack 2 be positioned on counter-force platform 1, the pad 3 penetrating hydraulic pressure punching lifting jack 2 piston centre, main force application component bluff piece 5 in pad 3 upper end, is located at the pressure transducer 4 that between pad 3 with bluff piece 5 and top is provided with round platform 7, the force structure 6 be connected with bluff piece 5 by bolt; Bluff piece 5 centre is provided with groove 8, the round platform 7 of pressure transducer 4 to be embeddingly connected with groove 8 is tight.
In warranty test process, counter-force platform 1 maintains static, in testing inspection process, hydraulic pressure punching lifting jack 2 piston jack-up, because being subject to the effect of counter-force platform 1 counter-force, pad 3, pressure transducer 4 and bluff piece 5 is made to have certain level displacement, directly act on force structure 6, and force structure 6 is subject to the horizontal loading that bluff piece 5 applies it, package unit completes force process.；
The utility model specifically makes processing can in accordance with the following methods:
Corresponding hydraulic pressure punching lifting jack is selected according to corresponding load requirement, according to punching piston size and the large little makings pad of pressure transducer (material: steel) of punching lifting jack, the position of load application and loading is needed to count according to pressure transducer round platform size and force structure, design main force application component---the size of bluff piece (material: steel) and claw quantity, fixing circular hole (diameter 16 ~ 24mm) can be reserved in claw relevant position, facilitate high-strength bolt to tighten and using as the point of application.
The counter-force platform that is highly suitable for of fabrication and installation, can adopt the methods such as fixing feet hand cradle, square steel to set up fixing counter-force platform, for device provides counter-force at the scene.
Use assembling: be positioned on counter-force platform 1 by hydraulic pressure punching lifting jack 2, suitable adjustment height, and pad 3 lower shaft is penetrated in lifting jack, again pressure transducer 4 is put in pad 3 top, compress lifting jack 2 and pad 3, subsequently the round platform on the groove on bluff piece 5 and pad 3 compressed and be placed on primary structure member 6 stress point.
Claims (1)
1. a building structure horizontal thrust monitoring device, it is characterized in that, comprise counter-force platform (1), the hydraulic pressure punching lifting jack (2) be positioned on counter-force platform (1), penetrate hydraulic pressure punching lifting jack (2) piston centre pad (3), be positioned at pad (3) upper end main force application component bluff piece (5), be located at pad (3), the pressure transducer (4) being provided with round platform (7) with between bluff piece (5) and top, the force structure (6) that is connected with bluff piece (5) by bolt; Bluff piece (5) centre is provided with groove (8), the round platform of pressure transducer (4) (7) to be embeddingly connected with groove (8) is tight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520544124.6U CN204855273U (en) | 2015-07-24 | 2015-07-24 | Thrust device for building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520544124.6U CN204855273U (en) | 2015-07-24 | 2015-07-24 | Thrust device for building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204855273U true CN204855273U (en) | 2015-12-09 |
Family
ID=54745812
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520544124.6U Expired - Fee Related CN204855273U (en) | 2015-07-24 | 2015-07-24 | Thrust device for building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204855273U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105699188A (en) * | 2016-03-28 | 2016-06-22 | 湖北中精衡建筑检测技术有限责任公司 | Device for detecting horizontal thrust of handrail |
| CN106153465A (en) * | 2016-07-15 | 2016-11-23 | 徐晟伟 | A kind of Architecture Outer Curtain Wall load test device |
| CN109490106A (en) * | 2018-11-19 | 2019-03-19 | 西安近代化学研究所 | A kind of lower grainend stress measurement device of low speed impact load |
| CN109555333A (en) * | 2019-01-28 | 2019-04-02 | 南通远辰测控设备有限公司 | New-type house forcible entry and Test Equipment |
| CN113203624A (en) * | 2021-03-25 | 2021-08-03 | 孙保金 | Thrust loading device for detecting quality of handrail |
-
2015
- 2015-07-24 CN CN201520544124.6U patent/CN204855273U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105699188A (en) * | 2016-03-28 | 2016-06-22 | 湖北中精衡建筑检测技术有限责任公司 | Device for detecting horizontal thrust of handrail |
| CN106153465A (en) * | 2016-07-15 | 2016-11-23 | 徐晟伟 | A kind of Architecture Outer Curtain Wall load test device |
| CN109490106A (en) * | 2018-11-19 | 2019-03-19 | 西安近代化学研究所 | A kind of lower grainend stress measurement device of low speed impact load |
| CN109555333A (en) * | 2019-01-28 | 2019-04-02 | 南通远辰测控设备有限公司 | New-type house forcible entry and Test Equipment |
| CN113203624A (en) * | 2021-03-25 | 2021-08-03 | 孙保金 | Thrust loading device for detecting quality of handrail |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204855273U (en) | Thrust device for building structure | |
| CN204456242U (en) | Existing building foundation pile static loading test device | |
| CN105259107A (en) | Device for testing bond performance of reinforcing steel bar and concrete through drawing and testing method | |
| CN103645009A (en) | Torque wrench calibrator | |
| CN201057518Y (en) | Synthetic testing bench for pre-stressed anchorage and connector | |
| CN103411831B (en) | Intelligent detector for detecting compressive strength of concrete, and detection method thereof | |
| CN105509683B (en) | Displacement measuring device for self-balancing pile testing method | |
| CN204881931U (en) | Residual stress marks experimental frame -type platform of using | |
| CN103323282A (en) | Tower crane safety assessment method and assessment equipment thereof | |
| KR100960223B1 (en) | Apparatus for pure shear strength test of test specimen | |
| CN104390868A (en) | Fast detector for strength of mortar and use method thereof | |
| CN205049466U (en) | Device of survey concrete and steel bar anchoring bearing capacity | |
| CN206583692U (en) | A kind of Portable reinforcing steel bar tensile strength detection means | |
| CN205538061U (en) | Area fork earing pole suo li test and calbiration system | |
| CN104032720B (en) | It is applicable to test method and the device of deep supporting course bearing capacity | |
| CN207516165U (en) | A kind of device for the experiment of concrete post anchoring part extraction-resistant behavior | |
| CN110864837A (en) | Steel nail anchoring force detection device and use method thereof | |
| CN208060447U (en) | Detection instrument for the small metal plate bending part of aircraft | |
| CN204346850U (en) | A kind of mortar strength fast detector | |
| CN108225261A (en) | For the stake top and pile tip settlement while observation device and method of pile foundation model test | |
| CN209669950U (en) | A kind of foundation pile horizontal static load test equipment | |
| CN107621422A (en) | Big load multi dimension load transducer and its demarcation metering method | |
| CN208870019U (en) | A kind of building lot bankets compactness on-site detecting device | |
| CN106451961A (en) | Press-in tool for stator bearing | |
| CN217403690U (en) | Static load anchoring testing machine verification device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170327 Address after: 650223 Kunming, Yunnan, Wuhua District Road, No. 150 Patentee after: YUNNAN INSTITUTE OF BUILDING RESEARCH Patentee after: Yunnan Construction Investment Holding Group Co., Ltd. Address before: 650223 Kunming City, Yunnan Province University Road, No. 150 Patentee before: Yunnan Institute of Building Research Patentee before: YUNNAN CONSTRUCTION ENGINEERING GROUP Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151209 Termination date: 20210724 |