CN109738178A - Wood-concrete combination beam shear connector push out test device and method under fire - Google Patents

Wood-concrete combination beam shear connector push out test device and method under fire Download PDF

Info

Publication number
CN109738178A
CN109738178A CN201910181127.0A CN201910181127A CN109738178A CN 109738178 A CN109738178 A CN 109738178A CN 201910181127 A CN201910181127 A CN 201910181127A CN 109738178 A CN109738178 A CN 109738178A
Authority
CN
China
Prior art keywords
wood
fire
combination beam
concrete combination
push out
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
Application number
CN201910181127.0A
Other languages
Chinese (zh)
Inventor
孙志翔
胡夏闽
杜浩
韩国辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Tech University
Original Assignee
Nanjing Tech University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nanjing Tech University filed Critical Nanjing Tech University
Priority to CN201910181127.0A priority Critical patent/CN109738178A/en
Publication of CN109738178A publication Critical patent/CN109738178A/en
Pending legal-status Critical Current

Links

Abstract

The present invention relates to wood-concrete combination beam shear connector push out test devices under building experimental rig technical field more particularly to a kind of fire, including fire furnace, for simulated fire scene;Self-balancing frame, for the fixed force application apparatus for releasing test specimen applied force to wood-concrete combination beam, and it is constant that wood-concrete combination beam release test specimen wooden frame position is limited in the force direction of force application apparatus, fixed wood-concrete combination beam is released test specimen and is exposed in the scene of fire that simulation is completed, and applies active force to concrete slab by force application apparatus and tests the sliding of connector.Through the invention can more true simulated fire condition carry out push out test, accurately study the performances such as wood-concrete combination beam shear connector force-mechanism, failure mode and shear-carrying capacity under fire.The present invention also provides a kind of wood under fire-concrete combination beam shear connector push out test test methods simultaneously.

Description

Wood-concrete combination beam shear connector push out test device and method under fire
Technical field
The present invention relates to wood-concrete combination beam shearing resistances under building experimental rig technical field more particularly to a kind of fire Connector push out test device and method.
Background technique
In recent years, major urban architecture and population are all more intensive, building fire hair with the acceleration of urbanization process The weight of the height of raw frequency, loss is obvious to all, however reason on fire is more complicated and fire fighting difficulty is big.
Compared with traditional wooden frame, its strength and stiffness can be greatly improved using wood-concrete combination beam, but also can be with Improve the sound insulation value and fire protecting performance of wooden frame structure, remarkable in economical benefits.But since timber is a kind of organic-biological material, Have the shortcomings that it is flammable, under fire effect be easy by fire invasion cause structure to be destroyed, so as to cause casualties and wealth Produce loss.In order to improve application of the wood-concrete combination beam in building structure, wood-concrete combination beam fire resistance is ground Study carefully the emphasis for just becoming structure safe design.
Shear connector is to ensure that wooden frame and the cooperative important component of top concrete slab in combination beam, therefore to fire The research of the performances such as wood-concrete combination beam shear connector force-mechanism, failure mode and shear-carrying capacity is outstanding under calamity To be important, so this experimental rig and method are for the fire resistance of research building structure and component and how by reasonable Effective measures have great significance to improve the fire resistance of structure and component.
However, in existing test, because being limited to experimental rig and test method, both at home and abroad to the mixed combination of wood-under fire The push out test research of beam shear connector is less.Accurately study fire under wood-concrete combination beam shear connector by The performances such as power mechanism, failure mode and shear-carrying capacity need to invent wood-concrete combination beam push out test under a kind of fire Device and method provides foundation for wood-concrete combination beam resisting fire design.
In view of the above problems, the designer is based on being engaged in such product engineering application practical experience and profession abundant for many years Knowledge, and cooperate the utilization of scientific principle, is actively subject to research and innovation, to found wood-concrete combination beam shearing resistance under a kind of fire Connector push out test device and method makes it with more practicability.
Summary of the invention
In view of this, the present invention provides wood-concrete combination beam shear connector push out test device under a kind of fire, it can More true simulated fire condition carries out push out test, accurately studies wood-concrete combination beam shear connections under fire The performances such as force-mechanism, failure mode and the shear-carrying capacity of part.Wood-coagulation under a kind of fire is also provided in the present invention simultaneously The test method of native combination beam shear connector push out test.
The technical solution that the present invention solves technical problem is as follows:
Wood-concrete combination beam shear connector push out test device under fire, comprising:
Fire furnace, for simulated fire scene;Further include self-balancing frame, test specimen is released to wood-concrete combination beam for fixed The force application apparatus of applied force, and limit the wood-concrete combination beam in the force direction of the force application apparatus and release test specimen Wooden frame position it is constant, the fixed wood-concrete combination beam is released test specimen and is exposed in the scene of fire that simulation is completed, and leads to The force application apparatus is crossed to apply active force to the concrete slab and test the sliding of connector.
Further, further include that top frame is set a roof beam in place, be fixed on the fire furnace open-mouth, for the self-balancing frame into Row support.
Further, the self-balancing frame includes rectangular frame, the rectangular frame inner chambers all standing and exceed institute The open range of fire furnace is stated, and is split by steel plate to beyond part and covering part, the force application apparatus is located at institute Self-balancing is stated to make somebody a mere figurehead within the scope of chamber and at the position beyond the fire furnace opening range.
Further, it is covered at the position that the opening is not covered by the concrete slab by cover board.
Further, the cover board is in the vertical overhead height far from the open direction lower than the concrete slab Overhead height.
Further, end of the wooden frame in the force application apparatus force direction is covered entirely by the rectangular frame inner wall Lid.
Further, further include anti-device of throwing, include at least limit beam, the both ends of the limit beam by it is described from Balancing stand is fixed, and with the top frame set a roof beam in place between formed to the concrete slab carry out short transverse upper limit value space.
Further, the self-balancing frame, which is located at the position of the fire furnace exterior, is provided with seat structure, for The fire furnace is jointly supported the self-balancing frame.
Further, the part that the self-balancing frame is at least exposed in the scene of fire is coated with refractory material.
Further, the output end of the force application apparatus is connect by pressure sensor with cushion block, and the cushion block is used for pair The wood-concrete combination beam releases test specimen and uniformly exerts a force.
Wood-concrete combination beam shear connector push out test method under fire, comprising the following steps:
S1: fire hazard environment is established in simulation;
S2: the wood to complete-concrete combination beam is released into test specimen and is exposed in the fire hazard environment, while at least through institute Wood-concrete combination beam release test specimen concrete slab is stated to close the fire hazard environment;
S3: the concrete slab is preloaded before ignition;
S4: after load reaches requirement, the fire hazard environment is opened, and heat up according to heating curve needed for test, while basis The load of push out test requires to be further applied load;
S5: when test specimen destroys, stop working cooling and stopping load releasing examination at least through the wood-concrete combination beam is observed The deformation of connector and damage -form obtain conclusion (of pressure testing) in part.
Beneficial effects of the present invention:
1, the lifting of self-balancing frame is convenient, does not need additional reaction rack equipment;
2, entire experimental rig is effectively prevented scurrying out for flame, increases the safety of fire test;
3, entire experimental rig can more truly simulated fire environment, and then more scientific is wood-concrete combination beam Resisting fire design provides foundation;
4, entire experimental rig can study steel-concrete composite beam fire-resistance push out test, and applicability is wide.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with It obtains other drawings based on these drawings.
Fig. 1 is wood-concrete combination beam shear connector push out test device structural schematic diagram under fire;
Fig. 2 is wood-concrete combination beam shear connector push out test device top view under fire;
Fig. 3 is the cross-sectional view in Fig. 2 at A-A;
Fig. 4 is the cross-sectional view in Fig. 2 at B-B;
Fig. 5 is the sectional view of supporting block;
Fig. 6 is the scheme of installation of anti-device of throwing;
Fig. 7 is the top view of anti-device of throwing;
Fig. 8 is the cross-sectional view at anti-device of throwing;
Appended drawing reference:
1- fire furnace, 2- top frame are set a roof beam in place, 3- self-balancing frame, 31- rectangular frame, 32- steel plate, 33- cover board, 4- wood-concrete Combination beam release test specimen, 41- wooden frame, 42- concrete slab, 5- force application apparatus, 6- seat structure, 7- pressure sensor, 8- cushion block, 9- supporting block, 91- groove, the anti-device of throwing of 10-, 101 limit beams, 102- connector.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Specific embodiments of the present invention are write in a progressive manner.
As shown in Fig. 1 ~ 4, wood-concrete combination beam shear connector push out test device under fire, comprising: fire furnace 1, For simulated fire scene;Further include self-balancing frame 3, wood-concrete combination beam release 4 applied force of test specimen is applied for fixed Power device 5, and limit wood-concrete combination beam in the force direction of force application apparatus 5 and release 41 position of wooden frame of test specimen 4 not Become, fixed wood-concrete combination beam is released test specimen 4 and is exposed in the scene of fire that simulation is completed, by force application apparatus 5 to mixed Concrete board 42 applies active force and tests the sliding of connector.
In the above-described embodiments, when wood-concrete combination beam shear connector push out test device work under fire, lead to The position for crossing wooden frame 41 and force application apparatus 5 is constant, realizes the self-balancing of force and stress, i.e., in entire 3 range of self-balancing frame, When the power that force application apparatus 5 exports is bigger, the power that concrete slab 42 is subject to is bigger, then can consolidate when stress reaches certain limiting value The relative movement of position occurs for the concrete slab 42 under the wooden frame 41 and thrust that are arranged surely, so that being located at 41 He of wooden frame Connector between concrete slab 42 more can really simulate fire by failure by shear, therefore by the simulation of fire hazard environment Calamity condition carries out push out test, accurately studies wood-concrete combination beam shear connector force-mechanism under fire, destroys The performances such as mode and shear-carrying capacity.
In the present embodiment, fire furnace 1 includes furnace inner wall masonry and furnace outer wall steel construction, and day is distributed in furnace inner wall masonry Right feed channel, smokejack and comburent air duct, combustion fan are used for through comburent air duct to carrying out air supply in furnace, Smoke exhaust fan is used to realize the output of flue gas by smokejack;There are multiple burners in fire furnace 1, it can be achieved that various temperature, and arranges Cigarette blower, combustion fan and combustion gas are controlled by main valve, wherein in-furnace temperature can be realized by thermocouple and be measured, and operated It is shown on panel, while may also display the burner opening time corresponding to the independent control of each temperature on operation panel, The specific aperture etc. opened.In the present embodiment, fire furnace 1 is there are two types of temperature controlling mode, respectively manual temperature control and temperature automatically controlled, In, to guarantee safety, when some burner breaks down and it is in automatic control, which can automatically exit from manual shape State.
As the preferred of above-described embodiment, wood-concrete combination beam shear connector push out test device is also wrapped under fire It includes top frame and sets a roof beam in place 2,1 open-mouth of fire furnace is fixed on, for being supported to self-balancing frame 3.In the present embodiment, such as Fig. 1 ~ 4 Shown, the opening of fire furnace 1 is located at top, and horizontally disposed, and top frame is set a roof beam in place 2 to be linked together with fire furnace 1, for steel construction class Type, outside are wrapped up with fire resisting rock wool.Set a roof beam in place 2 setting of top frame can be protected and be supported to self-balancing frame 3, while pass through packet The operation part reduction risk that operate can during the test is wrapped up in, guarantees the safety of personnel during entire test.
In the present embodiment, specifically, self-balancing frame 3 includes rectangular frame 31,31 inner chambers all standing of rectangular frame And exceed the open range of fire furnace 1, and be split by steel plate 32 to beyond part and covering part, force application apparatus 5 In within the scope of 3 cavity of self-balancing frame and at the position beyond the open range of fire furnace 1.In this preferred embodiment, pass through steel plate 32 Setting, entire 31 inner chambers of rectangular frame are divided into two regions, it will be appreciated that in conflagration area and outside conflagration area, area Experimental enviroment is provided for releasing test specimen 4 for wood-concrete combination beam in domain, is used to push away wood-concrete combination beam outside region Test specimen 4 exerts a force out, can effectively ensure that the work of force application apparatus 5 is not kept accuracy by the influence of hot environment and obtains Obtain longer service life.
As the preferred of above-described embodiment, as shown in Figure 1, end of the wooden frame 41 in 5 force direction of force application apparatus passes through Rectangular frame 31 is limited, and guarantees the fixation of position by being fixedly connected with rectangular frame 31, and concrete slab 42 passes through company Fitting is connect with the fixed wooden frame 41 completed, to realize the fixation on longitudinal direction as shown in the figure, realizes concrete slab 42 Bottom and 3 top of self-balancing frame are contour.Danger caused by scurrying out in order to avoid flare, while keeping in-furnace temperature, it is open not by It is covered at the position that concrete slab 42 covers by cover board 33;Meanwhile in order to reduce cover board 33 to concrete slab 42 in deformation Influence in journey, cover board 33 are lower than the overhead height of concrete slab 42 in the vertical overhead height far from open direction, thus The contact area between the two, the accuracy of guarantee test are reduced as far as possible;End of the wooden frame 41 in 5 force direction of force application apparatus End is by 31 inner wall all standing of rectangular frame, to guarantee the precision of its position limitation.
As the preferred of above-described embodiment, as shown in Fig. 6 ~ 8, further include anti-device 10 of throwing, include at least limit beam 101, the both ends of limit beam 101 are fixed by self-balancing frame 3, and set a roof beam in place with top frame and formed to the progress of concrete slab 42 between 2 The space of short transverse upper limit value.By the limit value in this space, so that applying active force to concrete slab 42 by force application apparatus 5 And during testing the sliding of connector, concrete slab 42 is limited in the space of fixed height, avoids and lifts The case where turning over ensure that going on smoothly for test.Wherein, it in order to reduce the difficulty of installation, can be installed on self-balancing frame 3 first The connector 102 of L-type then realizes the peace of anti-device of throwing by way of it will limit beam 101 and connector 102 and be installed Dress can equally reduce the difficulty of processing of limit beam 101 through the above way.
It is certainly flat in order to guarantee wood under entire fire-concrete combination beam shear connector push out test device stability Weighing apparatus frame 3, which is located at the position outside fire furnace 1, is provided with seat structure 6, for carrying out jointly to self-balancing frame 3 with fire furnace 1 Support, before the test, needs for entire self-balancing frame 3 to be fixedly connected in rear integral hoisting to fire furnace 1 with seat structure 6.
In order to guarantee the service life of self-balancing frame 3, the part that self-balancing frame 3 is at least exposed in scene of fire is coated with Refractory material, in this preferred embodiment, the rectangular frame 31 of self-balancing frame 3 is welded by H profile steel, in order to guarantee the steady of structure Qualitative, the settable ribs of right angle is reinforced.
Because the force application apparatus 5 in the present embodiment uses hydraulic jack, during its installation, as shown in figure 5, can lead to It crosses the supporting block 9 positioned at 31 inside of rectangular frame and carries out longitudinal support, it, can be in supporting block 9 in order to guarantee the stability of support On open up groove 91, to directly hydraulic jack is placed in groove 91, the shape of specific groove 91 and hydraulic thousand The contour structures adaptability configuration on jin top, in order to which the force to force application apparatus 5 quantifies, output end (the i.e. liquid of force application apparatus 5 Press the piston rod end of jack) it is connect by pressure sensor 7 with cushion block 8, cushion block 8 is for pushing away wood-concrete combination beam Test specimen 4 exerts a force out, wherein pressure sensor 7 can be used any practical type, cushion block 8 in the prior art and on the one hand increase The force area for releasing test specimen 4 to wood-concrete combination beam is added, has guaranteed the stability of force, on the other hand can guarantee to press The stability of power measurement squeeze by pressure sensor 7 acquisition of force value so that measurement result is accurate, can be more objective Test result is evaluated.
Wood-concrete combination beam shear connector push out test method under fire, comprising the following steps:
S1: it needs to select suitable steel according to push out test release load and is welded into self-balancing frame 3, while simulating foundation fire Calamity environment;One end (i.e. right side in Fig. 2) by taking self-balancing frame 3 in above-described embodiment as an example, by self-balancing frame 3 without seat structure 6 The top frame for being lifted on fire furnace 1 is set a roof beam in place 2 tops, has one end (i.e. in Fig. 2 left side) of seat structure 6 to be placed on fire test room On ground, and one layer of fire resisting rock wool on the portion envelops that self-balancing frame 3 is contacted with fire;
S2: it lifts the wood-concrete combination beam to complete and releases test specimen 4, arrange thermocouple and displacement meter, connect measurement system System, in fire hazard environment, simulation is true for the wooden frame 41 that wood-concrete combination beam is released test specimen 4 and 42 bottom-exposed of concrete slab Real fire condition, at the same by wood-concrete combination beam release test specimen 4 concrete slab 42 and cover board 33 to fire hazard environment into Row closing, wherein cover board 33 wraps up fire resisting rock wool;Hydraulic jack is installed at 3 left groove of self-balancing frame simultaneously, in test specimen With installation pressure sensor 7 and cushion block 8 among hydraulic jack;
S3: concrete slab 42 is preloaded before ignition;
S4: after load reaches requirement, from the temperature and furnace pressure in (hand) dynamic control fire furnace 1, according to standard liter needed for test Warm curve heating, is further applied load until destruction, tests load, sliding, temperature etc. according to the Protonation constant of push out test Record;
S5: when test specimen destroys, stop working cooling and stopping load;When temperature is down to room temperature, open cover board 33, observation test specimen and The features such as deformation, the damage -form of connector obtain conclusion (of pressure testing).
In conclusion self-balancing frame 3 solves the needs pair of the push out test under Fire Conditions in the above method of the present invention The problem of loading device is constrained, and hydraulic jack mutually balances its counter-force with test test specimen to its counter-force.From The steel plate 32 and two cover plates 33 that fire is kept off inside balancing stand 3 effectively prevent scurrying out for flame, ensure that testing crew and examination Test the safety of equipment.Push out test of the steel-concrete composite beam under fire is carried out in high temperature furnace mostly, and it is of the invention It is equally applicable to steel-concrete composite beam push out test research, therefore can more accurate simulation steel beam columns under fire condition-concrete combination beam Fire-resistance push out test increases the applicability of experimental rig, and with lifting, convenient, highly-safe, simulation levels of precision is high, applicable Under fire the features such as all kinds of combination beam pushs out test.
Basic principles and main features and advantage of the invention have been shown and described above.The technical staff of the industry should Understand, the present invention is not limited to the above embodiments, and the above embodiments and description only describe originals of the invention Reason, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes and improvements It all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appended claims and its equivalent circle It is fixed.

Claims (10)

1. wood-concrete combination beam shear connector push out test device under fire characterized by comprising
Fire furnace (1), for simulated fire scene;Further include self-balancing frame (3), wood-concrete combination beam is pushed away for fixation The force application apparatus (5) of test specimen (4) applied force out, and the wood-concrete is limited in the force direction of the force application apparatus (5) Wooden frame (41) position that combination beam releases test specimen (4) is constant, and the fixed wood-concrete combination beam releases test specimen (4) exposure In in the scene of fire that simulation is completed, active force is applied to the concrete slab (42) by the force application apparatus (5) and to even The sliding of fitting is tested.
2. wood-concrete combination beam shear connector push out test device, feature exist under fire according to claim 1 In further including that top frame is set a roof beam in place (2), be fixed on fire furnace (1) open-mouth, for propping up the self-balancing frame (3) Support.
3. wood-concrete combination beam shear connector push out test device under fire according to claim 1 or 2, special Sign is that the self-balancing frame (3) includes rectangular frame (31), rectangular frame (31) the inner chambers all standing and exceed institute The open range of fire furnace (1) is stated, and is split by steel plate (32) to beyond part and covering part, the force application apparatus (5) it is located within the scope of self-balancing frame (3) cavity and at the position beyond the open range of the fire furnace (1).
4. wood-concrete combination beam shear connector push out test device, feature exist under fire according to claim 3 In the opening is not covered at the position of the concrete slab (42) covering by cover board (33).
5. wood-concrete combination beam shear connector push out test device, feature exist under fire according to claim 4 In the cover board (33) is vertical high lower than the top of the concrete slab (42) far from the overhead height on the open direction Degree.
6. wood-concrete combination beam shear connector push out test device, feature exist under fire according to claim 2 In, further include it is anti-throw device (10), include at least limit beam (101), the both ends of limit beam (101) by it is described from Balancing stand (3) is fixed, and sets a roof beam in place to be formed between (2) with the top frame and carry out the short transverse upper limit to the concrete slab (42) The space of value.
7. wood-concrete combination beam shear connector push out test device, feature exist under fire according to claim 3 In the self-balancing frame (3), which is located at the external position of the fire furnace (1), is provided with seat structure (6), is used for and the fire Calamity furnace (1) is jointly supported the self-balancing frame (3).
8. wood-concrete combination beam shear connector push out test device, feature exist under fire according to claim 3 In the part that the self-balancing frame (3) is at least exposed in the scene of fire is coated with refractory material.
9. wood-concrete combination beam shear connector push out test device, feature exist under fire according to claim 1 In the output end of the force application apparatus (5) is connect by pressure sensor (7) with cushion block (8), and the cushion block (8) is used for institute It states wood-concrete combination beam and releases test specimen (4) uniformly force.
10. wood-concrete combination beam shear connector push out test method under fire, which comprises the following steps:
S1: fire hazard environment is established in simulation;
S2: releasing test specimen (4) for the wood to complete-concrete combination beam and be exposed in the fire hazard environment, while at least logical The wood-concrete combination beam release test specimen (4) concrete slab (42) is crossed to close the fire hazard environment;
S3: the concrete slab (42) is preloaded before ignition;
S4: after load reaches requirement, the fire hazard environment is opened, and heat up according to heating curve needed for test, while basis The load of push out test requires to be further applied load;
S5: when test specimen destroys, stop working cooling and stopping load releasing examination at least through the wood-concrete combination beam is observed The deformation of connector and damage -form obtain conclusion (of pressure testing) in part (4).
CN201910181127.0A 2019-03-11 2019-03-11 Wood-concrete combination beam shear connector push out test device and method under fire Pending CN109738178A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910181127.0A CN109738178A (en) 2019-03-11 2019-03-11 Wood-concrete combination beam shear connector push out test device and method under fire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910181127.0A CN109738178A (en) 2019-03-11 2019-03-11 Wood-concrete combination beam shear connector push out test device and method under fire

Publications (1)

Publication Number Publication Date
CN109738178A true CN109738178A (en) 2019-05-10

Family

ID=66370038

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910181127.0A Pending CN109738178A (en) 2019-03-11 2019-03-11 Wood-concrete combination beam shear connector push out test device and method under fire

Country Status (1)

Country Link
CN (1) CN109738178A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110425884A (en) * 2019-07-11 2019-11-08 中南大学 Cooperative transformation resistance furnace suitable for three-dimensional frame structure fire test
CN112326461A (en) * 2020-09-22 2021-02-05 河南大学 Shear resistance test device for assembly type connecting piece
CN113108605A (en) * 2021-05-12 2021-07-13 中国矿业大学 Movable high-temperature coupling environment combined lifting furnace system
CN113514217A (en) * 2021-06-04 2021-10-19 桂林理工大学 Testing device and testing method for simulating impact on building structure in fire
CN114136810A (en) * 2021-12-01 2022-03-04 华北理工大学 Device for testing fireproof performance of T-shaped beam of hybrid fiber replacing reinforced concrete

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20080114501A (en) * 2007-06-27 2008-12-31 한국건설기술연구원 Equipment for testing a spalling failure of a concrete under the condition applying a load
RU2615048C1 (en) * 2015-11-02 2017-04-03 федеральное государственное бюджетное образовательное учреждение высшего образования "Самарский государственный технический университет" Evaluation method for fire-resistance of reinforced concrete girder structure of building
CN107402226A (en) * 2017-07-24 2017-11-28 华侨大学 A kind of underground space structure concrete roof anti-fire test device and method
CN108169002A (en) * 2017-12-22 2018-06-15 云南民族大学 A kind of reduced scale test model and method for testing steel-concrete composite beam Creep Characteristics
CN108613879A (en) * 2018-04-20 2018-10-02 南京林业大学 It is bolted wood-light aggregate concrete combination beam and method for testing performance and device
CN109142047A (en) * 2018-07-05 2019-01-04 华侨大学 A kind of test method of the anti-fall performance of collapsing of fire underbeam-sub-structure
CN209432429U (en) * 2019-03-11 2019-09-24 南京工业大学 Wood-concrete combination beam shear connector push out test device under fire

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20080114501A (en) * 2007-06-27 2008-12-31 한국건설기술연구원 Equipment for testing a spalling failure of a concrete under the condition applying a load
RU2615048C1 (en) * 2015-11-02 2017-04-03 федеральное государственное бюджетное образовательное учреждение высшего образования "Самарский государственный технический университет" Evaluation method for fire-resistance of reinforced concrete girder structure of building
CN107402226A (en) * 2017-07-24 2017-11-28 华侨大学 A kind of underground space structure concrete roof anti-fire test device and method
CN108169002A (en) * 2017-12-22 2018-06-15 云南民族大学 A kind of reduced scale test model and method for testing steel-concrete composite beam Creep Characteristics
CN108613879A (en) * 2018-04-20 2018-10-02 南京林业大学 It is bolted wood-light aggregate concrete combination beam and method for testing performance and device
CN109142047A (en) * 2018-07-05 2019-01-04 华侨大学 A kind of test method of the anti-fall performance of collapsing of fire underbeam-sub-structure
CN209432429U (en) * 2019-03-11 2019-09-24 南京工业大学 Wood-concrete combination beam shear connector push out test device under fire

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
江雨辰等: "胶合木-混凝土组合梁螺钉连接件推出试验研究", 《南京工业大学学报(自然科学版)》, vol. 38, no. 5, 30 September 2016 (2016-09-30), pages 2 - 4 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110425884A (en) * 2019-07-11 2019-11-08 中南大学 Cooperative transformation resistance furnace suitable for three-dimensional frame structure fire test
CN110425884B (en) * 2019-07-11 2020-11-03 中南大学 Collaborative deformation resistance furnace suitable for three-dimensional frame structure fire test
CN112326461A (en) * 2020-09-22 2021-02-05 河南大学 Shear resistance test device for assembly type connecting piece
CN112326461B (en) * 2020-09-22 2022-02-22 河南大学 Shear resistance test device for assembly type connecting piece
CN113108605A (en) * 2021-05-12 2021-07-13 中国矿业大学 Movable high-temperature coupling environment combined lifting furnace system
CN113108605B (en) * 2021-05-12 2022-04-01 中国矿业大学 Movable high-temperature coupling environment combined lifting furnace system
CN113514217A (en) * 2021-06-04 2021-10-19 桂林理工大学 Testing device and testing method for simulating impact on building structure in fire
CN114136810A (en) * 2021-12-01 2022-03-04 华北理工大学 Device for testing fireproof performance of T-shaped beam of hybrid fiber replacing reinforced concrete

Similar Documents

Publication Publication Date Title
CN109738178A (en) Wood-concrete combination beam shear connector push out test device and method under fire
CN107167368B (en) Concrete column pseudo-static test device after non-peripheral fire and implementation method thereof
CN104677940B (en) A kind of reinforced concrete shell Fire-resistance test system
CN204228643U (en) Fire-resistance test system is retrained in continuous-reinforced slab face
CN109489927B (en) Device and method for testing post-fire anti-seismic performance of beam column node under long-term load
CN107402226B (en) Fire resistance test device and method for concrete roof of underground space structure
CN101477108B (en) Peripheral support full-size steel reinforced concrete two-way slab fire-resistant tester and its implementing method
del Coz-Díaz et al. Comparative study of LightWeight and Normal Concrete composite slabs behaviour under fire conditions
KR100969921B1 (en) Heating furnace for testing structural strength of middle and long span structures
CN204241476U (en) Constraint armoured concrete slab Fire-resistance test system in very heavy end face
CN104215653B (en) System for testing fire resistance of reinforced concrete plate under effect of boundary restriction by utilizing jack
CN101477109B (en) Column support full-size steel reinforced concrete two-way slab fire-resistant tester and implementing method thereof
CN209432429U (en) Wood-concrete combination beam shear connector push out test device under fire
CN204536242U (en) Reinforced concrete shell Fire-resistance test system
CN101408537A (en) Fire-proof general-purpose test device of wall, column and frame node structures
CN101476991A (en) Fire-resisting test apparatus with double-layer double-span frame structure and its implementing method
CN107655757B (en) The performance detection pilot system of floor after a kind of failure of pillar
CN201293781Y (en) Test device for resisting fire of constrained pole
Wang et al. Fire tests of non-sway loaded and rotationally restrained steel column assemblies
CN207081606U (en) A kind of non-surrounding concrete column pseudo static testing device after by fire
CN106198620A (en) A kind of structural elements temperature rise experimental provision and using method
JPH04265837A (en) Fire resistance testing apparatus for construction structural member
CN207396385U (en) A kind of underground space structure concrete roof anti-fire test device
CN116735332A (en) Shield segment joint fire-explosion coupling action mechanical property test system
CN201335832Y (en) Fire resistance test device for complete support full-scale two-way reinforced concrete slab

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