CN103091172B - On-site detector for connection strength of glass curtain wall - Google Patents
On-site detector for connection strength of glass curtain wall Download PDFInfo
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- CN103091172B CN103091172B CN201310068794.0A CN201310068794A CN103091172B CN 103091172 B CN103091172 B CN 103091172B CN 201310068794 A CN201310068794 A CN 201310068794A CN 103091172 B CN103091172 B CN 103091172B
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- push rod
- curtain wall
- glass curtain
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- counter
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- Load-Bearing And Curtain Walls (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
Abstract
The invention relates to an on-site detector for the connection strength of a glass curtain wall. The detector comprises a counter-force support (1) and supporting bars (2) arranged at two sides of the counter-force support, wherein bayonet fixing seats (3) and locking bolts (7) thereof are arranged on the supporting bars (2); a base (9) is also arranged on the counter-force support (1); a hydraulic jack (4) is arranged on the base (9) and connected with a hydraulic pump (4a) and a digital pressure displayer (8); a connecting block (5) is arranged at one end of an ejector rod of the hydraulic jack (4); four sides of the connecting block (5) are respectively provided with orthogonal horizontal connecting rods (11) and vertical connecting rods (12); and horizontal push rods (6) and vertical push rods (10) which are orthogonal to the horizontal connecting rods and the vertical connecting rods are respectively arranged on the horizontal connecting rods (11) and the vertical connecting rods (12). By adopting the technical scheme, the on-site detector disclosed by the invention is reliable in performance and accurate in detecting result and has the characteristics of simple structure, convenience in carry and operation and the like.
Description
Technical field:
The present invention relates to a kind of glass curtain wall quality detection device, particularly glass curtain wall strength of joint in-situs tester.
Background technology:
Glass curtain wall extensively adopts in decorative engineering outside City Building, As time goes on, aging and the half concealed frame glass curtain wall securing member of glass curtain wall structure glue is loosening, cause the curtain wall falling from high altitude event of hurting sb.'s feelings to happen occasionally, country also more and more payes attention to the safety problem of curtain wall, existing curtain wall structure glue load-bearing capacity and half hidden frame glass connect fastening strength Site Detection, there is no at present reliable operating instrument, so restricted the development of existing glass curtain wall safety inspection and evaluation technology.
Summary of the invention:
Object of the present invention is exactly in order to solve in prior art at engineering site the glass curtain wall defect detecting of having no idea, a kind of glass curtain wall strength of joint in-situs tester to be provided.
To achieve these goals, the present invention has adopted following technical scheme:
Glass curtain wall strength of joint in-situs tester, is characterized in that comprising:
Counter-force support, counter-force support two ends are respectively equipped with support bar, and each support bar is provided with bayonet socket holder, is also provided with clamping screw on bayonet socket holder;
On counter-force support, be also provided with pedestal, pedestal is provided with hydraulic jack, and hydraulic jack is connected with hydraulic pump and digital pressure display instrument;
Push rod one end of hydraulic jack is provided with contiguous block, and contiguous block four limits are respectively equipped with orthogonal tranverse connecting rod and vertical connecting rod, is respectively equipped with the perpendicular push rod orthogonal with it and horizontal push rod on tranverse connecting rod and vertical connecting rod.
On the basis of technique scheme, can there is following further technical scheme:
Described tranverse connecting rod and vertical connecting rod are respectively installed with transversal stretching bar and vertical expansion link, and they are connected and fixed with locknut and screw respectively, and transversal stretching bar is connected respectively perpendicular push rod and horizontal push rod with on vertical expansion link.
The two ends of described perpendicular push rod and horizontal push rod, are respectively equipped with vertical flexible push rod, transversal stretching push rod that suit coordinates, and they are located with holding screw respectively.
Owing to having adopted technique scheme, make not only dependable performance of the present invention, detection architecture is accurate, and has simple in structurely, is convenient for carrying, the feature such as easy to operate.
For more detailed explanation the present invention, following accompanying drawing provides a most preferred embodiment.
Brief description of the drawings
Fig. 1 is front view of the present invention;
Fig. 2 is the right view of Fig. 1;
Fig. 3 be the K of Fig. 2 to view, in view, removed the parts such as counter-force support, support bar;
Fig. 4 is the enlarged drawing at Figure 1A place.
Embodiment
Embodiment 1: as shown in Figure 1, Figure 2 and Figure 3, glass curtain wall strength of joint in-situs tester provided by the invention, comprise counter-force support 1, the upper and lower both sides of counter-force support 1 are separately installed with support bar 2, on support bar 2, be respectively installed with telescopic strut 2a, on each telescopic strut 2a, be connected with respectively bayonet socket holder 3, on each bayonet socket holder 3, be also provided with clamping screw 7.
The place of bottom centre of counter-force support 1 is also provided with pedestal 9, and hydraulic jack 4 is installed on pedestal 9, and hydraulic jack 4 is connected with hydraulic pump 4a and digital pressure display instrument 8.Push rod one end of hydraulic jack 4 is provided with contiguous block 5, contiguous block 5 four limits are respectively equipped with orthogonal tranverse connecting rod 11 and vertical connecting rod 12, on tranverse connecting rod 11 and vertical connecting rod 12, be respectively installed with transversal stretching bar 11a and vertical expansion link 12a, they are connected and fixed (shown in Figure 4) with locknut 13 and screw respectively.Transversal stretching bar 11a is connected respectively perpendicular push rod 6 and horizontal push rod 10 with on vertical expansion link 12a.The two ends of perpendicular push rod 6 and horizontal push rod 10, are respectively equipped with vertical flexible push rod 6a, transversal stretching push rod 10a that suit coordinates, and they are located with holding screw respectively.
Principle of work of the present invention: first glass curtain wall strength of joint in-situs tester is connected on the Aluminum alloy column or s crossbeam frame of glass curtain wall by holder 3, and is locked with clamping screw.Then regulate and the position of fixed lateral expansion link 11a and vertical expansion link 12a, finally regulate and fix the position of vertical flexible push rod 6a, transversal stretching push rod 10a, make transversal stretching push rod 6a, vertically the push rod 10a that stretches is adjacent to glass curtain wall.
Do work oil pressure is passed to hydraulic jack by hand oil pump, hydraulic jack applies test force can to curtain wall unit under test plate, exert all one's strength and be applied to equably on glass four edges, the maximum power output of hydraulic jack is 15KN, and digital pressure Displaying Meter can read stressing conditions exactly.In the time that glass curtain wall is destroyed, digital pressure Displaying Meter records force value now, can calculate glass curtain wall strength of joint.
Claims (3)
1. glass curtain wall strength of joint in-situs tester, is characterized in that comprising:
Counter-force support (1), counter-force support (1) two ends are respectively equipped with support bar (2), and each support bar (2) is provided with bayonet socket holder (3), is also provided with clamping screw (7) on bayonet socket holder (3);
On counter-force support (1), be also provided with pedestal (9), pedestal (9) is provided with hydraulic jack (4), and hydraulic jack (4) is connected with hydraulic pump (4a) and digital pressure display instrument (8);
Push rod one end of hydraulic jack (4) is provided with contiguous block (5), contiguous block (5) four limits are respectively equipped with orthogonal tranverse connecting rod (11) and vertical connecting rod (12), are respectively equipped with the perpendicular push rod (6) orthogonal with it and horizontal push rod (10) on tranverse connecting rod (11) and vertical connecting rod (12).
2. glass curtain wall strength of joint in-situs tester according to claim 1, it is characterized in that: described tranverse connecting rod (11) and vertical connecting rod (12) are respectively installed with transversal stretching bar (11a) and vertical expansion link (12a), they use respectively locknut (13) and screw to be connected and fixed, and transversal stretching bar (11a) is connected respectively perpendicular push rod (6) and horizontal push rod (10) with on vertical expansion link (12a).
3. glass curtain wall strength of joint in-situs tester according to claim 2, it is characterized in that: the two ends of described perpendicular push rod (6) and horizontal push rod (10), be respectively equipped with vertical flexible push rod (6a), transversal stretching push rod (10a) that suit coordinates, they are located with holding screw respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310068794.0A CN103091172B (en) | 2013-03-05 | 2013-03-05 | On-site detector for connection strength of glass curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310068794.0A CN103091172B (en) | 2013-03-05 | 2013-03-05 | On-site detector for connection strength of glass curtain wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103091172A CN103091172A (en) | 2013-05-08 |
| CN103091172B true CN103091172B (en) | 2014-10-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310068794.0A Active CN103091172B (en) | 2013-03-05 | 2013-03-05 | On-site detector for connection strength of glass curtain wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN103091172B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103323332B (en) * | 2013-06-09 | 2016-12-28 | 安徽省（水利部淮河水利委员会）水利科学研究院 | Glass curtain wall bearing strength tester |
| CN105067214B (en) * | 2015-04-24 | 2017-12-26 | 江苏省建筑工程质量检测中心有限公司 | Heavy construction curtain wall physical property detecting system |
| CN106092631A (en) * | 2016-07-20 | 2016-11-09 | 浙江五洲工程项目管理有限公司 | A kind of detection device of the reliability after glass curtain wall installation |
| CN108692932B (en) * | 2018-06-06 | 2020-04-21 | 龙元明筑科技有限责任公司 | Building structure spare tie point intensity detection device |
| CN111707612A (en) * | 2020-07-01 | 2020-09-25 | 河北建工集团有限责任公司 | Device for detecting structural adhesive strength of auxiliary frame of glass curtain wall and using method thereof |
Citations (4)
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| US7069792B2 (en) * | 2001-08-08 | 2006-07-04 | Casad Donald F | Joint sealant adhesion indicator |
| CN201637634U (en) * | 2009-11-24 | 2010-11-17 | 河南省基本建设科学实验研究院有限公司 | Building curtain wall physical performance local intelligent detection equipment |
| CN102628777A (en) * | 2012-05-09 | 2012-08-08 | 中建六局第三建筑工程有限公司 | Stretching resistance detection device of curtain wall embedded part used for anchor plate construction after embedded |
| CN203101185U (en) * | 2013-03-05 | 2013-07-31 | 安徽省（水利部淮河水利委员会）水利科学研究院 | Field tester for connection strength of glass curtain wall |
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2013
- 2013-03-05 CN CN201310068794.0A patent/CN103091172B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7069792B2 (en) * | 2001-08-08 | 2006-07-04 | Casad Donald F | Joint sealant adhesion indicator |
| CN201637634U (en) * | 2009-11-24 | 2010-11-17 | 河南省基本建设科学实验研究院有限公司 | Building curtain wall physical performance local intelligent detection equipment |
| CN102628777A (en) * | 2012-05-09 | 2012-08-08 | 中建六局第三建筑工程有限公司 | Stretching resistance detection device of curtain wall embedded part used for anchor plate construction after embedded |
| CN203101185U (en) * | 2013-03-05 | 2013-07-31 | 安徽省（水利部淮河水利委员会）水利科学研究院 | Field tester for connection strength of glass curtain wall |
Non-Patent Citations (2)
| Title |
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| 玻璃幕墙的检测技术与评估方法;郑敬杰等;《钢结构》;20080801;第586-591页 * |
| 郑敬杰等.玻璃幕墙的检测技术与评估方法.《钢结构》.2008,586-591. |
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| CN103091172A (en) | 2013-05-08 |
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