CN101236135A - Roof board wind resistance standard test device and test method - Google Patents
Roof board wind resistance standard test device and test method Download PDFInfo
- Publication number
- CN101236135A CN101236135A CNA2008100064741A CN200810006474A CN101236135A CN 101236135 A CN101236135 A CN 101236135A CN A2008100064741 A CNA2008100064741 A CN A2008100064741A CN 200810006474 A CN200810006474 A CN 200810006474A CN 101236135 A CN101236135 A CN 101236135A
- Authority
- CN
- China
- Prior art keywords
- roof board
- closed container
- wind resistance
- standard test
- resistance standard
- 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.)
- Granted
Links
Images
Abstract
The invention discloses a roof board wind resistance standard testing device and a testing method. Through simulating the relationship between the deflection deformation of a metallic roof board and the wind load, the board thickness, the board profile and the purlin interval under the condition of a wind suction force, the testing method summarizes the test data of the wind suction resistance bearing capacity design of the die metallic roof board and supplies a domestic gap in the field. The invention solves the problem that currently the wind suction resistance bearing capacity design of the die metallic roof board lacks a reliable reference, thereby providing the standard reference for design staff to reasonably select the roof board profiles and optimize the design. The generalization and application of the roof board wind resistance standard testing device and the testing method have broad significance for the design and construction of the die metallic roof board under the action of the wind suction force.
Description
Technical field
The invention belongs to test method and test unit technical field, be specifically related to roof board wind resistance standard test method and test unit.
Background technology
In recent years, along with high speed development of national economy, the die mould metal roofing board in the application of industrial premises Roof system more and more widely, output also is ascendant trend year by year, we can say that the application of die mould metal roofing board has entered the period of high speed development.But what present a contrast with it is that the Application Design and the delivery receiving acceptance standard of die mould metal roofing board is backward relatively, particularly the wind resistance suction problem that the die mould metal roofing board is had the greatest impact is not well solved, in the bigger area of wind load, the light-weight roof slab of many factory buildings has caused bigger economy and safety problem because the unreasonable or construction problem of design causes by the part or all starts.Studying carefully its main cause and be designer no matter or workmen lacks fully the influence of wind suction and considers that deeper reason is not design and manufacture bases reliably.Because with analysis software simulation wind suction to roof boarding to influence difficulty too big, must not go out satisfied theoretical calculation method at present, reach this effect so the task of top priority is a method with a kind of test, obtain the design and the reliable basis of constructing.This standard test method formally puts forward based on this, and design and the construction under the wind suction effect all has wide significance to the die mould metal roofing board for popularization of this test method and application.
Summary of the invention
Problem to be solved by this invention provides roof board wind standard test method and experimental provision, described device comprises top purlin, profiled sheet, on the framework around described top purlin and profiled sheet are fixed on, it is characterized in that: also comprise closed container, plastic sheeting, the bottom steel plate of described bottom closed container and steel plate sealing all around, around the described closed container is the groove of trench structure, encapsulant is housed in the groove, described encapsulant and described plastic sheeting jam-packed, displacement meter is installed on described profiled sheet top.
Draft tube, escape pipe and air pressure gage pipe are equipped with in described closed container bottom, the draft tube valve is housed on the described draft tube, the escape pipe valve is housed on the described escape pipe, and described air intake valve front end is installed a turbine pressure hair-dryer, and the air pressure gage pipe port is installed an air pressure gage.
The specification of described turbine pressure hair-dryer is 17m
3/ min, described draft tube and escape pipe choosing can be born the pipeline of the pressure of 30kpa.
Described plastic sheeting is a sealed polyethylene plastic.
Described closed container is for long: wide: dark=60: 30: 1 container.
Described method comprises following steps: cause to upward pressure by inflation in closed container and simulate wind suction, cause the deflection deformation that the continuous increase of pressure makes progress the roof boarding generation in the closed container by continuous inflation, up to reaching the permission maximum immunity value, read the pressure values of each deformation stage displacement correspondence by air pressure gage, sum up different templates, thickness of slab, purlin load-deflection relation apart from correspondence.
Beneficial effect of the present invention:
The invention solves die mould metal roofing board wind resistance suction Design of Bearing Capacity does not have the problem of reliable basis, thereby provides the standard foundation for the designer reasonably selects roof boarding template and optimal design.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Embodiment
The invention will be further described below in conjunction with accompanying drawing.
Fig. 1 is a structural representation of the present invention, comprise top purlin 1, profiled sheet 2, the closed container 4 of long * wide * dark=6000 * 3000 * 100, plastic sheeting, on the framework 3 around described top purlin 1 and profiled sheet 2 are fixed on by conventional way in the engineering, the bottom steel plate of described closed container 4 and steel plate sealing all around, around the described closed container 4 is the groove 5 of trench structure, encapsulant 6 is housed in the groove 5, described encapsulant 6 and described plastic sheeting jam-packed, displacement meter 7 is installed on described profiled sheet 2 tops, when progressively increasing atmospheric pressure, the reading on the record displacement meter 7.
Described plastic sheeting is a sealed polyethylene plastic 15, simulate wind suction by in closed container 4, inflating to cause to upward pressure, cause the deflection deformation that the continuous increase of pressure makes progress the roof boarding generation in the described closed container 4 by continuous inflation, up to reaching the permission maximum immunity value.Read the pressure values of each deformation stage displacement correspondence by air pressure gage 14, sum up different templates, thickness of slab, purlin load-deflection relation apart from correspondence.Inner sealed polyethylene plastic 15 must be enough big, can be adjacent to superstructure fully, pressure can be passed to top profiled sheet 2 fully and be as the criterion, and displacement meter 7 is installed on profiled sheet 2 tops, when progressively increasing atmospheric pressure, and record displacement meter reading.
Claims (6)
1, a kind of roof board wind resistance standard test device, comprise top purlin (1), profiled sheet (2), on the framework (3) around described top purlin (1) and profiled sheet (2) are fixed on, it is characterized in that: also comprise closed container (4), plastic sheeting, the bottom steel plate of described closed container (4) and steel plate sealing all around, around the described closed container (4) is the groove (5) of trench structure, encapsulant (6) is housed in the groove (5), described encapsulant (6) and described plastic sheeting jam-packed, displacement meter (7) is installed on described profiled sheet (2) top.
2, roof board wind resistance standard test device according to claim 1, it is characterized in that: draft tube (8), escape pipe (9) and air pressure gage pipe (10) are equipped with in described closed container (4) bottom, draft tube valve (11) is housed on the described draft tube (8), escape pipe valve (12) is housed on the described escape pipe (9), described air intake valve (11) front end is installed a turbine pressure hair-dryer (13), and air pressure gage pipe (10) port is installed an air pressure gage (14).
3, roof board wind resistance standard test device according to claim 2 is characterized in that: the specification of described turbine pressure hair-dryer (13) is 17m
3/ min, described draft tube (8) and escape pipe (9) choosing can be born the pipeline of the pressure of 30kpa.
4, roof board wind resistance standard test device according to claim 1 is characterized in that: described plastic sheeting is sealed polyethylene plastic (15).
5, roof board wind resistance standard test device according to claim 1 is characterized in that: described closed container (4) is for long: wide: dark=60: 30: 1 container.
6, a kind of roof board wind resistance standard test method is characterized in that: described method comprises following steps:
1), simulates wind suction by in described closed container (4), inflating to cause to upward pressure, causing the interior pressure of closed container (4) constantly to increase by continuous inflation makes roof boarding produce deflection deformation upwards, up to reaching the permission maximum immunity value, read the pressure values of each deformation stage displacement correspondence by air pressure gage (14), sum up different templates, thickness of slab, purlin load-deflection relation apart from correspondence;
2), described profiled sheet (2) top installs displacement meter (7), when progressively increasing atmospheric pressure, the reading on the record displacement meter (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2008100064741A CN101236135B (en) | 2008-02-29 | 2008-02-29 | Roof board wind resistance standard test device and test method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2008100064741A CN101236135B (en) | 2008-02-29 | 2008-02-29 | Roof board wind resistance standard test device and test method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101236135A true CN101236135A (en) | 2008-08-06 |
CN101236135B CN101236135B (en) | 2010-10-13 |
Family
ID=39919906
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2008100064741A Expired - Fee Related CN101236135B (en) | 2008-02-29 | 2008-02-29 | Roof board wind resistance standard test device and test method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101236135B (en) |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102183380A (en) * | 2011-03-16 | 2011-09-14 | 百安力钢结构应用科技有限公司 | System for testing comprehensive performance of metal roof |
CN102854062A (en) * | 2012-09-06 | 2013-01-02 | 南京工大建设工程技术有限公司 | Method and apparatus for steel structure metal profiled sheet roof suction performance field detection |
CN103983518A (en) * | 2014-05-30 | 2014-08-13 | 重庆科技学院 | Suction mechanics performance test method for concrete substrate under wind load |
CN105043803A (en) * | 2015-08-06 | 2015-11-11 | 百安力钢结构应用科技有限公司 | Vehicle-mounted movable metal roofing detection device |
CN105571814A (en) * | 2016-01-28 | 2016-05-11 | 成都绿迪科技有限公司 | Wind pressure resistance testing device |
CN105784540A (en) * | 2016-05-09 | 2016-07-20 | 广州建设工程质量安全检测中心有限公司 | Physical performance detection device and method of full-height subway shielding door |
CN106126787A (en) * | 2016-06-16 | 2016-11-16 | 西南交通大学 | A kind of roof boarding earthquake loss estimation methodology considering wind load dependency based on data |
CN106979864A (en) * | 2017-02-27 | 2017-07-25 | 百安力钢结构应用科技有限公司 | Test specimen framework is used in metal Roof detection |
CN107014581A (en) * | 2017-05-09 | 2017-08-04 | 杭萧钢构(江西)有限公司 | A kind of Multifunctional air sac experimental rig |
CN107024334A (en) * | 2016-08-11 | 2017-08-08 | 百安力钢结构应用科技有限公司 | Modularization gasbag-type wind resistance detection device and its control system |
CN107024391A (en) * | 2017-02-27 | 2017-08-08 | 百安力钢结构应用科技有限公司 | Metal Roof multiple pressure resists wind detection device strenuously |
CN110274745A (en) * | 2019-07-11 | 2019-09-24 | 重庆恩倍克科技有限公司 | It is capable of the experimental system of simulant building roof system continuous destructive process under high wind |
CN110346203A (en) * | 2019-07-31 | 2019-10-18 | 广西天正钢结构有限公司 | A kind of roof board wind experimental rig and its application method |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4776209A (en) * | 1987-07-13 | 1988-10-11 | W. L. Gore & Associates, Inc. | Leakage detector |
CN2239026Y (en) * | 1995-11-30 | 1996-10-30 | 沈阳合兴机械电子有限公司 | Multifunction detecting instrument for door and window |
CN1393687A (en) * | 2001-06-28 | 2003-01-29 | 同济大学 | In-situ tester and method for impervious performance of external wall |
DE102005046025A1 (en) * | 2005-09-26 | 2007-03-29 | DÖLCO-Exquisit, Inh. Alfred Dörle | Arrangement and method for locating a leak in moisture-sealing layers, in particular for building parts |
CN100538315C (en) * | 2005-11-25 | 2009-09-09 | 上海市建筑科学研究院有限公司 | Physical three-property detection system for building curtain wall |
CN100520347C (en) * | 2007-04-04 | 2009-07-29 | 中国建筑材料科学研究总院 | Detecting equipment and detecting method for metal ceiling system strength |
-
2008
- 2008-02-29 CN CN2008100064741A patent/CN101236135B/en not_active Expired - Fee Related
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102183380A (en) * | 2011-03-16 | 2011-09-14 | 百安力钢结构应用科技有限公司 | System for testing comprehensive performance of metal roof |
CN102854062A (en) * | 2012-09-06 | 2013-01-02 | 南京工大建设工程技术有限公司 | Method and apparatus for steel structure metal profiled sheet roof suction performance field detection |
CN102854062B (en) * | 2012-09-06 | 2014-08-27 | 南京工大建设工程技术有限公司 | Method and apparatus for steel structure metal profiled sheet roof suction performance field detection |
CN103983518A (en) * | 2014-05-30 | 2014-08-13 | 重庆科技学院 | Suction mechanics performance test method for concrete substrate under wind load |
CN105043803A (en) * | 2015-08-06 | 2015-11-11 | 百安力钢结构应用科技有限公司 | Vehicle-mounted movable metal roofing detection device |
CN105571814A (en) * | 2016-01-28 | 2016-05-11 | 成都绿迪科技有限公司 | Wind pressure resistance testing device |
CN105784540A (en) * | 2016-05-09 | 2016-07-20 | 广州建设工程质量安全检测中心有限公司 | Physical performance detection device and method of full-height subway shielding door |
CN106126787A (en) * | 2016-06-16 | 2016-11-16 | 西南交通大学 | A kind of roof boarding earthquake loss estimation methodology considering wind load dependency based on data |
CN107024334A (en) * | 2016-08-11 | 2017-08-08 | 百安力钢结构应用科技有限公司 | Modularization gasbag-type wind resistance detection device and its control system |
CN106979864A (en) * | 2017-02-27 | 2017-07-25 | 百安力钢结构应用科技有限公司 | Test specimen framework is used in metal Roof detection |
CN107024391A (en) * | 2017-02-27 | 2017-08-08 | 百安力钢结构应用科技有限公司 | Metal Roof multiple pressure resists wind detection device strenuously |
CN107024391B (en) * | 2017-02-27 | 2020-03-06 | 百安力钢结构应用科技有限公司 | Metal roof multi-pressure wind-resistant detection equipment |
CN107014581A (en) * | 2017-05-09 | 2017-08-04 | 杭萧钢构(江西)有限公司 | A kind of Multifunctional air sac experimental rig |
CN110274745A (en) * | 2019-07-11 | 2019-09-24 | 重庆恩倍克科技有限公司 | It is capable of the experimental system of simulant building roof system continuous destructive process under high wind |
CN110346203A (en) * | 2019-07-31 | 2019-10-18 | 广西天正钢结构有限公司 | A kind of roof board wind experimental rig and its application method |
Also Published As
Publication number | Publication date |
---|---|
CN101236135B (en) | 2010-10-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101236135B (en) | Roof board wind resistance standard test device and test method | |
CN105631101B (en) | Towering shiplifter tower structure dynamic distribution coefficient analysis method under a kind of geological process | |
CN102235060B (en) | Design method and design system for roof rainwater drainage systems and drainage system | |
CN102535475B (en) | Complex condition deep-foundation pit engineering structure stress and deformation analysis method | |
CN106768809A (en) | A kind of wind energy conversion system wind and rain structure Coupling model test apparatus | |
Peng et al. | Experimental investigation of wind characteristics and wind energy potential over rooftops: Effects of building parameters | |
CN201540207U (en) | Roof panel wind resistant standard testing device | |
CN201850682U (en) | Open type aluminum hanging plate curtain wall system | |
CN102854062A (en) | Method and apparatus for steel structure metal profiled sheet roof suction performance field detection | |
CN205502387U (en) | Concrete supporting member for building | |
CN202298873U (en) | Novel GRP (glass-reinforced plastic) drainage inspection well | |
CN201857666U (en) | Butterfly-shaped steel structure connecting piece | |
CN210459271U (en) | Fan jacket structure for offshore wind power | |
CN102914415B (en) | Method for determining wind resistance index of solar greenhouse | |
CN207194060U (en) | Building energy-saving environmental protection rain collector | |
CN201778444U (en) | Pneumatic air deflector for Hakka earth building of Fujian | |
CN205100356U (en) | One -way airtight drainage floor drain | |
CN219298105U (en) | Combined steel template for pump station water inlet and outlet channels | |
CN112784386A (en) | Reliability assessment method for towering tower equipment in typhoon weather | |
CN205224608U (en) | Integral type promotes pump station | |
CN205505779U (en) | Liquid level holdout device at bottom of tower | |
CN204401573U (en) | A kind of block power plant water inlet Emergency Gate vent hole structure | |
CN212000950U (en) | Reinforcing tower well type inlet sluicing tunnel down-the-hole arc door ventilation structure | |
CN202303756U (en) | Novel integral structure water-proof ventilation device | |
CN204001881U (en) | Powerhouse of hydropower station |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
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: 20101013 Termination date: 20200229 |