CN110108574A - Assembled high temperature loading test platform - Google Patents
Assembled high temperature loading test platform Download PDFInfo
- Publication number
- CN110108574A CN110108574A CN201910444903.1A CN201910444903A CN110108574A CN 110108574 A CN110108574 A CN 110108574A CN 201910444903 A CN201910444903 A CN 201910444903A CN 110108574 A CN110108574 A CN 110108574A
- Authority
- CN
- China
- Prior art keywords
- steel
- ground
- high temperature
- test platform
- loading test
- 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.)
- Pending
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 44
- 238000011068 loading method Methods 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 69
- 239000010959 steel Substances 0.000 claims abstract description 69
- 229910003460 diamond Inorganic materials 0.000 claims description 5
- 239000010432 diamond Substances 0.000 claims description 5
- 239000003351 stiffener Substances 0.000 claims description 4
- 238000002474 experimental method Methods 0.000 claims description 2
- 238000003466 welding Methods 0.000 abstract description 3
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000007781 pre-processing Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
- G01N3/18—Performing tests at high or low temperatures
Landscapes
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The invention discloses an assembled high-temperature loading test platform which comprises a horizontal supporting system, a vertical supporting system, a horizontal moving system, inequilateral angle steel members, connecting plates, bolts and checkered plates, wherein the horizontal supporting system is arranged on the horizontal moving system; the horizontal supporting system is connected with the vertical supporting system through bolts and connecting plates; one end of a component of the horizontal supporting system is connected with the ground through inequilateral angle steel and a bolt; the end part of the vertical supporting system is connected with the ground through an end plate and an expansion bolt; the horizontal moving system comprises a V-shaped pulley and a guide rail system formed by welding hot-rolled flat steel and cold-drawn round steel, and is connected with the horizontal supporting system through bolts. According to the invention, through the assembled high-temperature loading test platform, a test object is subjected to fire in the high-temperature furnace, and simultaneously, the pressure with the maximum value of 1000 tons can be vertically and continuously loaded through the displacement control system, so that the high-temperature furnace and the 1000-ton servo press machine can be matched for use.
Description
Technical field
The invention belongs to field of civil engineering, are related to a kind of test platform, and in particular to a kind of assembled high temperature load examination
Test platform.
Background technique
Under high temperature of fire, the mechanical property of structural material has a degree of decaying, causes structure and component in high temperature
Under bearing capacity decline finally cause structure to generate and certain damage or even collapse.On September 11st, 2001, World Trade Organization, the U.S. is big
Tall building collapses under high temperature of fire because serious fire, main structure occur after the collision by aircraft, ultimately causes about 2998
People is dead, and similar serious building fire case occurs repeatedly.Therefore the high temperature load test of test specimen has structure design
Important meaning.
In front member hot test research, it is limited to test apparatus, most of hot tests can only be using static preloading
Or jack load is until the test model that test specimen destroys, this loading method cannot achieve Bit andits control in loading procedure.But
It is in reality, test specimen raising temp and loading process must realize that Bit andits control could accurately test test specimen and reach a high temperature bearing capacity
The later unloading course of peak value, therefore current test mode cannot test the overall process mechanical response of test specimen under high-temperature condition.
Summary of the invention
The purpose of the invention is to overcome the shortcomings of existing high temperature load test means, a kind of assembled high temperature for providing
Loading test platform, the high-temperature test system which supports, applicability and operability with higher allow test specimen to meet high
While Wen Shouhuo, the pressure that the progressive load maximum value of Bit andits control is 1000 tons realizes high temperature furnace and 1000 tons of servo-type pressures
Power machine matches.
The technical solution adopted by the present invention are as follows: a kind of assembled high temperature loading test platform, including horizontal supporting system
More girder steels, more steel columns of vertical support system, horizontal sliding system pulley blocks and unequal angle, connecting plate and spiral shell
It tethers and connects accessory;
Pass through connecting plate between the girder steel and steel column, be bolted;The girder steel and steel column are H profile steel or I-shaped steel
At;
The end of the girder steel passes through unequal angle with ground, is bolted;
The end of the steel column is connect with ground by ribbed stiffener, expansion bolt;
The pulley system includes V-type pulley and guide track system, guide track system by flat hot rolled bar and cold-drawn round steel welding and
At, and connect by bolt with girder steel.
Preferably, being bolted between the flat hot rolled bar of the pulley system by 8.8 grades of M6*20, by cold-drawn round steel
It is welded on flat hot rolled bar by point as guide track system.
Preferably, being bolted between the girder steel and steel column by connecting plate and 8.8 grades of M16*40.
Preferably, the end of the steel column is connect with ground by ribbed stiffener and M16*150 expansion bolt.
Preferably, the end of the girder steel is connect with ground by unequal angle, angle steel short side and girder steel pass through 8.8
Grade M16*40 is bolted, and angle steel long side is connect with ground by M16*150 expansion bolt.
Preferably, when the experiment porch is built in underground, can upper cover 8mm thickness diamond plate, and ensure diamond plate and ground
Between at least contact length of 50mm.
The present invention is mainly bolted, and guarantees meet the needs of fast industrialization in the case where bearing capacity.Girder steel, steel
Column section and bolt quantity are determined according to Force Calculation.Test specimen is installed in pulley system after being put into stove, then is pushed into 1000 tons
It is fixed in press machine.While the present invention allows test specimen to meet high temperature by fire, Bit andits control loads the pressure that maximum value is 1000 tons,
Realize matching for high temperature furnace and 1000 tons of servo-type press machines.
The utility model has the advantages that the present invention passes through assembled high temperature loading test platform, while allowing test specimen to meet high temperature by fire, position
Moving control load maximum value is 1000 tons of pressure, realizes matching for high temperature furnace and 1000 tons of servo-type press machines.Simultaneously
The test platform meets the needs of fast industrialization, can be in factory's preprocessing, and directly lifting splicing at the construction field (site), is high temperature
The popularization of load test has a foreshadowing.
Detailed description of the invention
Fig. 1 is a kind of assembled high temperature loading test platform of the present invention, high temperature furnace and press machine elevation;
Fig. 2 is a kind of assembled high temperature loading test platform elevation of the present invention;
Fig. 3 is a kind of assembled high temperature loading test platform side view of the present invention;
Fig. 4 is a kind of assembled high temperature loading test platform top view of the present invention.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and detailed description.
It is as illustrated in fig. 1 and 2: a kind of assembled high temperature loading test platform, pulley system 1 by flat hot rolled bar cold-drawn round steel and
V-type pulley forms, and is connected between flat hot rolled bar by 8.8 grade bolts, and cold-drawn round steel is connected with flat hot rolled bar by spot welding.It will examination
Part and stove are mounted in pulley system, and test specimen can be facilitated to enter and take out press machine.H profile steel supports pulley system as beam
Guide track system 2.Steel column 3 of the H profile steel as platform, girder steel 4 of the H profile steel as platform.The suspension column 5 of steel column 3 is put more energy into using 4
Rib and 4 expansion bolt connections.
As shown in Figure 3: the slenderness ratio of H profile steel 6 and I-steel 7 as girder steel reduction column prevents steel column unstability.I-shaped simultaneously
Steel 7 is used as spandrel girder, can place instrument.Connection between steel column and girder steel uses connecting plate 8 and bolt.
It is as shown in Figure 4: steel column 3 of the H profile steel as platform, girder steel 4 of the H profile steel as platform.The end and ground of girder steel 4
It is connected by unequal angle 9, angle steel short side is bolted with girder steel, and angle steel long side and ground are tethered by expanding screw
It connects.The practicality can be more preferably played in view of the test platform is placed in underground, considering for safety can upper cover 8mm thickness decorative pattern
Plate, and ensure between diamond plate and ground at least contact length of 50mm.
It is described in detail above in conjunction with embodiment of the attached drawing to the invention patent, but the invention patent is not limited to institute
The embodiment of description.For those of ordinary skill in the art, in the range of the principle of the invention patent and technical idea
It is interior, a variety of variations, modification, replacement and deformation are carried out to these embodiments and still fallen in the scope of protection of the patent of the present invention.
Claims (6)
1. a kind of assembled high temperature loading test platform, it is characterised in that: more girder steels, vertical branch including horizontal supporting system
Hold more steel columns of system, the pulley blocks and unequal angle, connecting plate and bolted fittings of horizontal sliding system;
Pass through connecting plate between the girder steel and steel column, be bolted;The girder steel and steel column are made of H profile steel or I-steel;
The end of the girder steel passes through unequal angle with ground, is bolted;
The end of the steel column is connect with ground by ribbed stiffener, expansion bolt;
The pulley system includes V-type pulley and guide track system, and guide track system is welded by flat hot rolled bar and cold-drawn round steel, and
It is connect by bolt with girder steel.
2. a kind of assembled high temperature loading test platform according to claim 1, it is characterised in that: the pulley system
It is bolted between flat hot rolled bar by 8.8 grades of M6*20, cold-drawn round steel is welded on flat hot rolled bar by point as guide rail system
System.
3. a kind of assembled high temperature loading test platform according to claim 1, it is characterised in that: the girder steel and steel column
Between be bolted by connecting plate and 8.8 grades of M16*40, formed space supporting system.
4. a kind of assembled high temperature loading test platform according to claim 1, it is characterised in that: the end of the steel column
It is connect with ground by ribbed stiffener and M16*150 expansion bolt, completes space supporting system and fixed with ground.
5. a kind of assembled high temperature loading test platform according to claim 1, it is characterised in that: the end of the girder steel
It is connect with ground by unequal angle, angle steel short side is bolted with girder steel by 8.8 grades of M16*40, angle steel long side and ground
It is connected by M16*150 expansion bolt, forms horizontal sliding platform.
6. a kind of assembled high temperature loading test platform according to claim 1, it is characterised in that: the experiment porch is built
When underground, can upper cover 8mm thickness diamond plate, and ensure between diamond plate and ground at least contact length of 50mm, formed flat
It is seamlessly connected between platform and ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910444903.1A CN110108574A (en) | 2019-05-27 | 2019-05-27 | Assembled high temperature loading test platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910444903.1A CN110108574A (en) | 2019-05-27 | 2019-05-27 | Assembled high temperature loading test platform |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110108574A true CN110108574A (en) | 2019-08-09 |
Family
ID=67492271
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910444903.1A Pending CN110108574A (en) | 2019-05-27 | 2019-05-27 | Assembled high temperature loading test platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110108574A (en) |
Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20100093369A (en) * | 2009-02-16 | 2010-08-25 | 대명건영(주) | Structure for connecting horizontal beam to h type beam |
JP2011112544A (en) * | 2009-11-27 | 2011-06-09 | Shimadzu Corp | High-temperature compression testing apparatus |
CN204098233U (en) * | 2014-07-04 | 2015-01-14 | 李素娟 | A kind of beam-column connection |
CN105155684A (en) * | 2015-08-14 | 2015-12-16 | 浙江东南网架股份有限公司 | Steel frame integrated member for concrete core tube structures and assembly method thereof |
CN105547813A (en) * | 2016-01-31 | 2016-05-04 | 中国科学院武汉岩土力学研究所 | Auxiliary device suitable for sample loading of geotechnical triaxial test |
CN106442182A (en) * | 2016-09-20 | 2017-02-22 | 四川大学 | High-temperature micro-motion fatigue experiment clamping and loading device |
CN207456931U (en) * | 2017-11-21 | 2018-06-05 | 中钢集团新型材料(浙江)有限公司 | A kind of test device for 1100 DEG C of mechanicals behavior under high temperature of graphite material |
CN207495832U (en) * | 2017-11-28 | 2018-06-15 | 衢州市红日陶瓷机械有限公司 | Portable type numerical control cutting machine |
US20180222139A1 (en) * | 2017-02-08 | 2018-08-09 | Mitsubishi Heavy Industries Machinery Systems, Ltd. | Tire vulcanizer |
CN208125527U (en) * | 2018-04-24 | 2018-11-20 | 中国科学院地球化学研究所 | A kind of autoclave for axial compression test under high temperature and pressure |
CN208171760U (en) * | 2018-04-16 | 2018-11-30 | 安徽建筑大学 | Test load and test device under a kind of spatial steel-frame high temperature |
EA201700494A1 (en) * | 2017-06-22 | 2018-12-28 | Акционерное Общество "Казахстанский Дорожный Научно-Исследовательский Институт" (Ао "Каздорнии") | DEVICE FOR DETERMINATION OF MECHANICAL CHARACTERISTICS OF MATERIALS UNDER EXTENSION |
CN208732522U (en) * | 2018-08-05 | 2019-04-12 | 孙冬兰 | A kind of controllable iron filings transloading equipment |
CN210665325U (en) * | 2019-05-27 | 2020-06-02 | 南京工业大学 | Assembled high temperature loading test platform |
-
2019
- 2019-05-27 CN CN201910444903.1A patent/CN110108574A/en active Pending
Patent Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20100093369A (en) * | 2009-02-16 | 2010-08-25 | 대명건영(주) | Structure for connecting horizontal beam to h type beam |
JP2011112544A (en) * | 2009-11-27 | 2011-06-09 | Shimadzu Corp | High-temperature compression testing apparatus |
CN204098233U (en) * | 2014-07-04 | 2015-01-14 | 李素娟 | A kind of beam-column connection |
CN105155684A (en) * | 2015-08-14 | 2015-12-16 | 浙江东南网架股份有限公司 | Steel frame integrated member for concrete core tube structures and assembly method thereof |
CN105547813A (en) * | 2016-01-31 | 2016-05-04 | 中国科学院武汉岩土力学研究所 | Auxiliary device suitable for sample loading of geotechnical triaxial test |
CN106442182A (en) * | 2016-09-20 | 2017-02-22 | 四川大学 | High-temperature micro-motion fatigue experiment clamping and loading device |
US20180222139A1 (en) * | 2017-02-08 | 2018-08-09 | Mitsubishi Heavy Industries Machinery Systems, Ltd. | Tire vulcanizer |
EA201700494A1 (en) * | 2017-06-22 | 2018-12-28 | Акционерное Общество "Казахстанский Дорожный Научно-Исследовательский Институт" (Ао "Каздорнии") | DEVICE FOR DETERMINATION OF MECHANICAL CHARACTERISTICS OF MATERIALS UNDER EXTENSION |
CN207456931U (en) * | 2017-11-21 | 2018-06-05 | 中钢集团新型材料(浙江)有限公司 | A kind of test device for 1100 DEG C of mechanicals behavior under high temperature of graphite material |
CN207495832U (en) * | 2017-11-28 | 2018-06-15 | 衢州市红日陶瓷机械有限公司 | Portable type numerical control cutting machine |
CN208171760U (en) * | 2018-04-16 | 2018-11-30 | 安徽建筑大学 | Test load and test device under a kind of spatial steel-frame high temperature |
CN208125527U (en) * | 2018-04-24 | 2018-11-20 | 中国科学院地球化学研究所 | A kind of autoclave for axial compression test under high temperature and pressure |
CN208732522U (en) * | 2018-08-05 | 2019-04-12 | 孙冬兰 | A kind of controllable iron filings transloading equipment |
CN210665325U (en) * | 2019-05-27 | 2020-06-02 | 南京工业大学 | Assembled high temperature loading test platform |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108181191B (en) | Multi-node fatigue failure testing device for rigid beam column and concrete beam column | |
CN107167378B (en) | Axial tension test device and test method thereof | |
CN103911957A (en) | Prestressed continuous box-girder cantilever construction basket | |
CN205679468U (en) | A kind of anchor rod drawing test hydraulic support device | |
CN109612840B (en) | Experimental device and method for obtaining post-peak curve and residual strength of brittle rock | |
CN207314624U (en) | A kind of network frame house cap accumulation slippage mounting structure | |
CN107060070A (en) | Load transfer device and construction method for hoisting steel gallery by using same | |
CN107576569A (en) | A kind of loading device for testing and test method that edge constraint is realized to board member | |
CN110376074A (en) | Full-size vertical component high-temperature loading system | |
CN110924538B (en) | Concrete column node zone steel bushing and concrete column beam node connection structure | |
CN106499421A (en) | A kind of mechanical constant-resistance individual prop withdrawing technique and recovery method | |
CN109162305A (en) | A kind of foundation pile static load test recyclable ground anchor counterforce device | |
CN204626266U (en) | Single column pier bridge exempts to build overturning or slip resistance analysis steel structure reinforcing device | |
CN110108574A (en) | Assembled high temperature loading test platform | |
CN103758161A (en) | Pressure test device and method for prestressed pipe pile through peripheral pipe pile in component force measuring mode | |
CN110700416B (en) | Large-span net rack integral jacking method and limiting and anti-tipping device thereof | |
CN220521101U (en) | Counter-arch adjusting device for bottom die of prestressed highway box girder | |
CN108918272B (en) | A kind of pilot system of electric power pylon by horizontal loading and ground stretching action | |
CN210665325U (en) | Assembled high temperature loading test platform | |
CN211042919U (en) | High-temperature loading system for full-scale horizontal component | |
CN102175475B (en) | Kiloton modular combined adjustable self-reaction table frame device | |
CN202049034U (en) | Kiloton modularized combined adjustable self-balancing reaction frame device | |
CN210487497U (en) | Full-size vertical component high-temperature loading system | |
CN110631895A (en) | High-temperature loading system for full-scale horizontal component | |
CN211602739U (en) | Cable support node slippage testing device under high temperature |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |