CN204422342U - Z-type curtain wall detection system - Google Patents
Z-type curtain wall detection system Download PDFInfo
- Publication number
- CN204422342U CN204422342U CN201520074730.6U CN201520074730U CN204422342U CN 204422342 U CN204422342 U CN 204422342U CN 201520074730 U CN201520074730 U CN 201520074730U CN 204422342 U CN204422342 U CN 204422342U
- Authority
- CN
- China
- Prior art keywords
- curtain wall
- power beam
- type curtain
- type
- propulsion system
- 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.)
- Active
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model discloses a kind of Z-type curtain wall detection system, comprise Z-type casing and Z-type curtain wall, the power beam that three are parallel to Z-type curtain wall detection faces and level ground respectively is simultaneously provided with between Z-type casing and Z-type curtain wall, wherein two power beams are vertically set on the two ends of another power beam respectively, and lay respectively at the both sides of another power beam; Power beam is fixedly connected with the primary structure member be arranged in Z-type curtain wall detection faces; Be provided with some columns in Z-type casing, power beam is connected with some columns respectively, and column is provided with moving guide rail; Be provided with propulsion system with corresponding respectively on the power beam of column junction, propulsion power beam moves up and down; Propulsion system are communicated with main synchronous valve, and main synchronous valve is communicated with hydraulic oil pump.The utility model solves the synchronism problem of multiple propulsion system, and the Z-type curtain wall achieved having negative and positive angle detects, and prevents rain leakage in construction work, is split by wind, the generation of the accident such as antidetonation destruction.
Description
Technical field
The utility model relates to building curtain wall detection field, is specifically related to a kind of Z-type curtain wall detection system.
Background technology
It is design to curtain wall, the beam column strength of materials and rigidity, strength of glass and rigidity, structure glue bond with base material, the quality evaluation of window and the aspect such as structural member is connected that the physical property of curtain wall detects, namely by the detection to impermeability, static watertightness, dynamically watertightness, vertical, interlayer shear deformation performance, for construction quality is checked on, find potential safety hazard early.Traditional curtain wall checkout equipment major part can only the design of detection plane curtain wall and construction quality, and the special-shaped building curtain wall of the building curtain wall system and various complexity that represent international most advanced level has been widely applied in China, and conventional curtain wall detection method is inapplicable.Special form building curtain wall, the i.e. building curtain wall of special shape, have special facade and Space.Special form building curtain wall engineering increases day by day, and correlation theory is obtained for larger development with practice.But compared with common curtain wall, special-shaped curtain wall exists more technical barrier at building course, also more strict to the requirement of construction technology and construction quality, also new requirement is proposed to China's existing curtain wall checkout equipment and detection method simultaneously.
Domesticly mainly transform the casing of traditional detection system when detecting special-shaped curtain wall, have following deficiency: quantities is huge, construction is complicated and detection system is single use, causes the huge waste of manpower and materials; Detect while can not realizing the construction weak parts such as the inner corner trim of special-shaped curtain wall and external corner simultaneously; Z-type curtain wall does not overlap due to the centre of form and center of gravity, gravity is uneven, when realizing GB, American Standard plane internal deformation and interlayer shear distortion function, propulsion system in traditional detection system can not meet the needs of deform in same pace, and the synchronism problem of multiple propulsion system is difficult to solve always.
Summary of the invention
The purpose of this utility model is for the deficiencies in the prior art, provides a kind of Z-type curtain wall detection system can carrying out effectively detecting the Z-type curtain wall with negative and positive angle.
This reality is novel for the adopted technical scheme that solves the problem is: a kind of Z-type curtain wall detection system, comprise Z-type casing and Z-type curtain wall, the power beam that three are parallel to Z-type curtain wall detection faces and level ground respectively is simultaneously provided with between Z-type casing and Z-type curtain wall, wherein two power beams are vertically set on the two ends of another power beam respectively, and lay respectively at the both sides of another power beam; Described power beam is fixedly connected with the primary structure member be arranged in Z-type curtain wall detection faces; Be provided with some columns in Z-type casing, described power beam is connected with some columns respectively, and column joint face is provided with moving guide rail; Be provided with propulsion system with corresponding respectively on the power beam of column junction, propulsion power beam moves; Described propulsion system are communicated with main synchronous valve respectively by pipeline, and described main synchronous valve is communicated with hydraulic oil pump by pipeline.
By such scheme, some propulsion system that described same power beam connects are communicated with a point synchronous valve respectively by pipeline, and each point of synchronous valve is communicated with main synchronous valve respectively by pipeline.
By such scheme, described propulsion system comprise lifting jack.
The utility model adopts synchronous valve, solve the synchronism problem of multiple propulsion system, achieve the impermeability to these construction weak parts such as the inner corner trim of Z-type curtain wall and external corner, whether watertightness performance meets design requirement tests, prevent in engineering the generation occurring large area seepage accident; Accurately can also detect the problem on deformation in Z-type curtain wall plane and resisting wind press capacity, the design for special-shaped curtain wall provides testing result more accurately.
Accompanying drawing explanation
Fig. 1 is the floor map of the utility model specific embodiment.
Fig. 2 is the system chart of the present embodiment.
Wherein: 1, hydraulic oil pump; 2, main synchronous valve; 3, the first power beam; 4, the second power beam; 5, the 3rd power beam; 6, column; 7, Z-type casing; 8, Z-type curtain wall; 9, inner corner trim; 10, external corner; 11, propulsion system; 12, curtain wall stressed member; 13, bolt; 14, synchronous valve is divided; 15, seam areas.
Embodiment
In order to better understand the utility model, below in conjunction with accompanying drawing, the utility model is further described.
A kind of Z-type curtain wall detection system as shown in Figure 1: comprise Z-type casing 7 and Z-type curtain wall 8, comprise some columns 6 in Z-type casing 7; Between Z-type casing 7 and Z-type curtain wall 8, be provided with the angle steel with holes of three power beams being simultaneously parallel to Z-type curtain wall 8 detection faces and level ground respectively (dynamic beam be 150 × 150 × 7 × 10(mm), be convenient to Z-type curtain wall 8 is installed; The lengthwise position of power beam is determined according to the specification of Z-type curtain wall 8), wherein two power beams are vertically set on the two ends of another power beam respectively, and lay respectively at the both sides of another power beam; Three power beams are all fixedly connected with the primary structure member 12 being arranged on Z-type curtain wall 8 detection faces; Be provided with some columns 6 in Z-type casing 7, described power beam is connected (quantity of column 6 is determined according to actual conditions) with some columns 6 respectively, and column 6 joint face is provided with moving guide rail; Be provided with propulsion system 11 with corresponding respectively on the power beam of column junction, along column 6 guide rail up and down or move left and right, the Z-type curtain wall 8 be connected with power beam thereupon up and down or move left and right for propulsion power beam; Described propulsion system 11 are communicated with main synchronous valve 2 respectively by pipeline, and described main synchronous valve 2 is communicated with hydraulic oil pump 1; Some propulsion system 11 that same power beam connects are communicated with point synchronous valve 14 respectively by pipeline, and each point of synchronous valve 14 is communicated with main synchronous valve 2 respectively by pipeline; Propulsion system 11 comprise lifting jack.
Fig. 2 is the system chart of the present embodiment.In the present embodiment, the specification of the Z-type curtain wall 8 with inner corner trim 9 and external corner 10 detected is (2.62+7.7+4.32) m × 12m, and power beam comprises the first power beam 3 and is vertically set on the second power beam 4 and the 3rd power beam 5 at the first power beam 3 two ends respectively; First power beam 3, second power beam 4 is all connected with the primary structure member 12 being arranged on Z-type curtain wall 8 detection faces by bolt 13 with the 3rd power beam 5; First horizontal power beam 3 is bolted three root posts 6 with fixing, and junction correspondence is equipped with three groups of propulsion system 11, and these three groups of propulsion system 11 are communicated with one point of synchronous valve 14 respectively by pipeline; Second power beam 4 is connected with two root posts 6 by bolt, and junction correspondence is equipped with two groups of propulsion system 11, and these two groups of propulsion system 11 are communicated with another point of synchronous valve 14 respectively by pipeline; 3rd power beam 5 is connected with two root posts 6 by bolt, and junction correspondence is equipped with two groups of propulsion system 11, and these two groups of propulsion system 11 are communicated with one point of synchronous valve 14 respectively by pipeline; Three points of synchronous valve 14 are communicated with main synchronous valve 2 respectively by pipeline.
Concrete detection method of the present utility model comprises following step:
Step one: curtain wall test specimen is installed.
First be fixedly connected with having inner corner trim 9 with the 3rd power beam 5 with the first power beam 3, second power beam 4 of detection system respectively by the primary structure member 12 on to be detected with the Z-type curtain wall 8 of external corner 10.
Step 2: air-leakage test.
The each seam areas 15 of Z-type curtain wall 8 with Z-type casing 7 is sealed, adopts utility appliance to detect the impermeability of Z-type curtain wall 8 according to GB or American Standard.
Step 3: watertightness detection.
The leakage scenarios of the weak parts such as the inner corner trim 9 of employing utility appliance observation Z-type curtain wall 8 and external corner 10.
Step 4: resisting wind press capacity detects.
Adopt utility appliance to observe the vulnerable area such as inner corner trim 9 and external corner 10 whether to be opened by wind, and record Z-type curtain wall 8 and the deformability of primary structure member 12 under wind load.
Step 5: the inside and outside distortion of plane and interlayer shear deformation detection.
Utility appliance is adopted to carry out the detection of deformation performance and interlayer shear deformation performance inside and outside plane to Z-type curtain wall 8 according to GB or American Standard; The main oil inlet pipe connected by hydraulic oil pump 1 accesses main synchronous valve 2, oil inlet quantity is regulated to make it be uniformly distributed in each distribution valve 14, start the gauge tap of each propulsion system 11 simultaneously, propulsion system about 11 or move left and right and drive Z-type curtain wall about 8 or move left and right, detect deformation and the interlayer shear situation of Z-type curtain wall detection faces by utility appliance; After detection terminates, close propulsion system 11.
To be detected all terminate after, remove the curtain wall test specimen that detected, carry out the detection of next Z-type curtain wall 8.
Claims (3)
1. a Z-type curtain wall detection system, its characteristic is, comprise Z-type casing and Z-type curtain wall, the power beam that three are parallel to Z-type curtain wall detection faces and level ground respectively is simultaneously provided with between Z-type casing and Z-type curtain wall, wherein two power beams are vertically set on the two ends of another power beam respectively, and lay respectively at the both sides of another power beam; Described power beam is all fixedly connected with the primary structure member be arranged in Z-type curtain wall detection faces; Be provided with some columns in Z-type casing, described power beam is connected with some columns respectively, and column joint face is provided with moving guide rail; Be provided with propulsion system with corresponding respectively on the power beam of column junction, propulsion power beam moves; Described propulsion system are communicated with main synchronous valve respectively by pipeline, and main synchronous valve is communicated with hydraulic oil pump by pipeline.
2. Z-type curtain wall detection system as claimed in claim 1, it is characterized in that, some propulsion system that described same power beam connects are communicated with a point synchronous valve respectively by pipeline, and each point of synchronous valve is communicated with main synchronous valve respectively by pipeline.
3. Z-type curtain wall detection system as claimed in claim 1, it is characterized in that, described propulsion system comprise lifting jack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520074730.6U CN204422342U (en) | 2015-02-02 | 2015-02-02 | Z-type curtain wall detection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520074730.6U CN204422342U (en) | 2015-02-02 | 2015-02-02 | Z-type curtain wall detection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204422342U true CN204422342U (en) | 2015-06-24 |
Family
ID=53472699
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520074730.6U Active CN204422342U (en) | 2015-02-02 | 2015-02-02 | Z-type curtain wall detection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204422342U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018233336A1 (en) * | 2017-06-20 | 2018-12-27 | 南京工大建设工程技术有限公司 | On-site detection method and device for three-dimensional deformation of glass curtain wall |
-
2015
- 2015-02-02 CN CN201520074730.6U patent/CN204422342U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018233336A1 (en) * | 2017-06-20 | 2018-12-27 | 南京工大建设工程技术有限公司 | On-site detection method and device for three-dimensional deformation of glass curtain wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202433536U (en) | Physical model testing system for tunnel-penetrated ground crack zone | |
| CN102778337A (en) | Waterproof ability testing system of three-directional loaded shield tunnel duct piece joint seam | |
| CN206832583U (en) | It is a kind of to be used for the experimental rig of anchor pole stretching and shearing in jointed rock mass | |
| CN106950070A (en) | Experimental rig for rectangular top pipe jacking construction Whole Process Simulation | |
| CN207062931U (en) | A kind of continuous wall connector | |
| CN203066126U (en) | Test device for simulating vertical tension-compression load effect on pile foundations | |
| WO2018233336A1 (en) | On-site detection method and device for three-dimensional deformation of glass curtain wall | |
| CN204422342U (en) | Z-type curtain wall detection system | |
| CN207882085U (en) | Deep-lying tunnel model test apparatus system | |
| CN104196261B (en) | A kind of existed concrete bridge post and newly-increased steel beam connecting joint | |
| CN203929324U (en) | Steel construction metal press plate roof leakage on-site detecting device | |
| CN206495414U (en) | A kind of concrete filled steel tube combined special-shaped column of anti-buckling cant timber connection | |
| CN103031861B (en) | Test device for simulating six-direction load action on raft of raft base | |
| CN103090107B (en) | Construction method for rectangular large section steel structure assembled temporary support pipe joint jack-in mechanism | |
| CN101042391B (en) | Geotechnical engineering physical simulation multifunctional tester with guide frame | |
| CN202023298U (en) | Roof truss-sectioned roof girder structure capable of being hoisted by cross type tower crane | |
| CN104141317A (en) | Basement tower crane foundation construction method and structure adopting reverse construction method | |
| CN203947593U (en) | A kind of safety type steel structure node member | |
| CN104032720B (en) | It is applicable to test method and the device of deep supporting course bearing capacity | |
| CN206768836U (en) | A kind of I-steel gabion assembles counterfort supporting construction | |
| CN216379955U (en) | Steel construction building box beam column connected node | |
| CN105382056A (en) | Press device for correcting welding deformation of longitudinal joint of large-diameter steel pipe | |
| CN107190753A (en) | A kind of I-steel gabion assembles counterfort supporting construction | |
| CN203799575U (en) | Pile model for teaching | |
| CN205035741U (en) | Corrugated steel pipe culvert axial additional strengthening |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 430090 No.269, Xingsan Road, Shamao street, Hannan District, Wuhan City, Hubei Province Patentee after: Hubei Construction Engineering Quality Supervision, inspection and Testing Center Co.,Ltd. Address before: 430090 No.269, Xingsan Road, Shamao street, Hannan District, Wuhan City, Hubei Province Patentee before: HUBEI PROVINCIAL CENTER FOR QUALITY SUPERVISION AD TEST OF CONSTRUCTION ENGINEERING |