CN111910812A - High-performance anti-seismic steel bar truss floor bearing plate - Google Patents

High-performance anti-seismic steel bar truss floor bearing plate Download PDF

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Publication number
CN111910812A
CN111910812A CN201910378062.9A CN201910378062A CN111910812A CN 111910812 A CN111910812 A CN 111910812A CN 201910378062 A CN201910378062 A CN 201910378062A CN 111910812 A CN111910812 A CN 111910812A
Authority
CN
China
Prior art keywords
bearing plate
plate body
spring buffer
floor bearing
floor
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
CN201910378062.9A
Other languages
Chinese (zh)
Inventor
张兴刚
关欣
何大勇
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.)
Guizhou Yuelong Steel Structure Co ltd
Original Assignee
Guizhou Yuelong Steel Structure Co ltd
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 Guizhou Yuelong Steel Structure Co ltd filed Critical Guizhou Yuelong Steel Structure Co ltd
Priority to CN201910378062.9A priority Critical patent/CN111910812A/en
Publication of CN111910812A publication Critical patent/CN111910812A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground

Abstract

The invention discloses a high-performance anti-seismic steel bar truss floor bearing plate which comprises floor bearing plates, wherein each floor bearing plate comprises a first floor bearing plate body, a second floor bearing plate body, a third floor bearing plate body and a fourth floor bearing plate body, the bottom of the first floor bearing plate body is fixedly connected with the second floor bearing plate body through rubber columns, the number of the rubber columns is nine, the bottom of the second floor bearing plate body is connected with the third floor bearing plate body through first spring buffer rods, and the number of the first spring buffer rods is nine. According to the invention, through the rubber columns and the spring buffer rods between the four floor bearing plate bodies and the air springs on the fixed rods, not only can triple buffering be carried out by utilizing the rubber columns and the two spring buffer rods between the floor bearing plate bodies, but also the buffering capacities of the first spring buffer rod and the second spring buffer rod can be combined together through the first fixed rod and the second fixed rod, and the buffering capacity can be further improved by the air springs.

Description

High-performance anti-seismic steel bar truss floor bearing plate
Technical Field
The invention relates to the technical field of steel bar truss floor bearing plates, in particular to a high-performance anti-seismic steel bar truss floor bearing plate.
Background
At present, the steel bar truss floor bearing plate is mainly applied to a steel structure building floor system and can also be applied to a traditional cast-in-place floor system, the mechanical property of the steel bar truss floor bearing plate is basically the same as that of a traditional cast-in-place floor, the steel bar truss floor bearing plate is produced in a factory on a large scale, the anti-seismic performance is good, the construction period is short, the capital investment benefit is improved, and the application field is. The traditional steel bar truss floor support plate is a combined template formed by welding a truss processed by steel bars and a galvanized profiled bottom template through resistance welding. The steel bar truss floor support plate is composed of a steel bar truss and a profiling bottom template, and the steel bar truss and the profiling bottom template are fixedly connected through spot welding. During construction, the whole bundle of steel bar truss floor bearing plates are lifted to a construction floor and directly paved on a beam, the upward buckling edges and the downward buckling edges of the bottom template are connected together through the buckles, a small amount of steel bar engineering is carried out, and concrete can be poured after the engineering acceptance is finished. Because steel bar truss building carrier plate self has the template function, consequently reducible job site's formwork and dismantlement engineering improve the efficiency of construction, the reduction of erection time, but current steel bar truss building carrier plate, anti-seismic performance is not very high, consequently, we provide a high performance anti-seismic steel bar truss building carrier plate.
Disclosure of Invention
The invention aims to provide a high-performance anti-seismic steel bar truss floor bearing plate, which solves the problems in the background art.
In order to achieve the purpose, the invention provides the following technical scheme: a high-performance anti-seismic steel bar truss floor bearing plate comprises a floor bearing plate body, wherein the floor bearing plate body comprises a first floor bearing plate body, a second floor bearing plate body, a third floor bearing plate body and a fourth floor bearing plate body, the bottom of the first floor bearing plate body is fixedly connected with a second floor bearing plate body through rubber columns, the number of the rubber columns is nine, the bottom of the second floor bearing plate body is connected with a third floor bearing plate body through a first spring buffer rod, the number of the first spring buffer rods is nine, the bottom of the third floor bearing plate body is connected with a fourth floor bearing plate body through a second spring buffer rod, the number of the second spring buffer rods is nine, a first fixed rod is arranged at the top end inside the first spring buffer rod, a second fixed rod is arranged at the top end inside the second spring buffer rod, the left side bottom and the right side bottom of the first fixed rod are respectively connected with a second fixed rod through a first air spring and a second air spring.
As a preferred embodiment of the present invention, the first spring buffer rod and the second spring buffer rod both include a main spring buffer rod and an auxiliary spring buffer rod, the bottom of the auxiliary spring buffer rod penetrates through the main spring buffer rod, a spring is welded at the bottom of the auxiliary spring buffer rod, the main spring buffer rod is welded at the bottom of the spring, and the spring is located inside the main spring buffer rod.
As a preferred embodiment of the present invention, a first fixing block and a second fixing block are welded to the left and right sides of the bottom of the floor support plate, the bottoms of the first fixing block and the second fixing block are respectively attached to a first support frame and a second support frame, the left and right sides of the first support frame and the second support frame are respectively provided with a first fixing bolt and a second fixing bolt, and one side of the first fixing bolt and one side of the second fixing bolt respectively penetrate through the first support frame and the second support frame to connect the first fixing block and the second fixing block.
As a preferred embodiment of the present invention, a second support frame is fixedly connected to the bottom of the right side of the first support frame through a support plate, a rubber ball is bonded to the top of the support plate, and a first rubber pad is bonded to the top of each of the first support frame and the second support frame.
As a preferred embodiment of the present invention, a floor bearing plate is attached to the top of the rubber ball, a first inclined strut is installed on the right side of the rubber ball, a second inclined strut is installed on the rear side of the first inclined strut, a third fixing bolt is installed on the front side of the first inclined strut, the rear side of the third fixing bolt penetrates through the first inclined strut and the second inclined strut respectively, and the first inclined strut and the second inclined strut are both located on the top of the supporting plate.
As a preferred embodiment of the present invention, a triangular steel plate is attached to the top of the floor support plate body, a second rubber pad is fixedly connected to the bottom of the triangular steel plate, the number of the triangular steel plates is six, fourth fixing bolts are respectively installed on the front side and the rear side of the top of the triangular steel plate, and the bottom of each fourth fixing bolt penetrates through the triangular steel plate and is connected to the floor support plate body.
As a preferred embodiment of the invention, web bar ribs are welded on the front side and the rear side of the top of the triangular steel plate, upper chord ribs are welded on the top of the triangular steel plate, lower chord ribs are welded on the front side and the rear side of the top of the floor bearing plate body, and supporting inclined ribs are welded between the web bar ribs and the upper chord ribs.
Compared with the prior art, the invention has the following beneficial effects:
1. according to the invention, through the four floor bearing plate bodies, the rubber columns and the two spring buffer rods between the floor bearing plate bodies and the air springs on the first fixing rod and the second fixing rod, not only can the rubber columns and the two spring buffer rods between the floor bearing plate bodies be utilized to carry out triple buffering, but also the shock resistance of the floor bearing plate bodies is greatly improved, and through the first fixing rod and the second fixing rod, the buffering capacities of the first spring buffer rod and the second spring buffer rod can be combined together, and the air springs can further improve the buffering capacity, so that the high-performance anti-seismic steel bar truss floor bearing plate is more practically used.
2. According to the invention, through the first rubber pads on the first support frame and the second support frame and the rubber balls and the inclined struts on the support plates, the first rubber pads on the first support frame and the second support frame can be utilized to buffer the vibration on the floor bearing plate body, and the rubber balls and the inclined struts on the support plates can be utilized to improve the buffer performance and the compressive strength of the floor bearing plate body, so that the high-performance anti-seismic steel bar truss floor bearing plate is more practical to use.
3. According to the invention, the triangular steel plate and the second rubber pads on the triangular steel plate on the floor bearing plate body can be used for welding the triangular steel plate with the ribs of each part, then the triangular steel plate is directly installed on the floor bearing plate body, so that the whole floor bearing plate body is convenient to assemble, and the assembly and disassembly are convenient when the reinforcing steel bars have problems, and moreover, the second rubber pads can improve the buffer performance of the triangular steel plate, and the high-performance anti-seismic steel bar truss floor bearing plate is more practical.
4. According to the invention, the overall supporting strength of the floor bearing plate body can be increased through the supporting inclined ribs on the web bar ribs and the upper chord ribs, the pressure resistance of the floor bearing plate body is increased, and the high-performance anti-seismic steel bar truss floor bearing plate is more practically used.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
FIG. 1 is a front view of a high performance seismic steel truss floor deck of the present invention;
FIG. 2 is a side elevation view of a high performance seismic steel truss floor deck of the present invention;
FIG. 3 is a perspective view of a deck of a high performance seismic steel truss deck of the present invention;
FIG. 4 is a front view of a first rubber pad of a high performance seismic steel truss floor deck of the present invention;
fig. 5 is a front view of a spring buffer rod of a high-performance anti-seismic steel bar truss floor deck of the invention.
In the figure: 1, a floor support plate body 2, a triangular steel plate 3, a fourth fixing bolt 4, a web member rib 5, an upper chord rib 6, a lower chord rib 7, a first fixing block 8, a second fixing block 9, a first support frame 10, a second support frame 11, a first fixing bolt 12, a second fixing bolt 13, a support plate 14, a rubber ball 15, a first inclined strut 16, a second inclined strut 17, a third fixing bolt 18, a second rubber pad 19, a support inclined rib 20, a first floor support plate body 21, a rubber column 22, a second floor support plate body 23, a first spring buffer rod 24, a third floor support plate body 25, a second spring buffer rod 26, a fourth floor support plate body 27, a first fixing rod 28, a first air spring 29, a second air spring 30, a second fixing rod 31, a first rubber pad 32, a main spring buffer rod 33, a spring 34 and an auxiliary spring buffer rod.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further described with the specific embodiments.
Referring to fig. 1-5, the present invention provides a technical solution: the utility model provides a high performance antidetonation steel bar truss floor carrier plate, holds plate body 1 including the building, the building holds plate body 1 and includes that first building holds plate body 20, second building holds plate body 22, third building and holds plate body 24 and fourth building and hold plate body 26, first building holds plate body 20 bottom and holds plate body 22 through rubber post 21 fixedly connected with second building, the quantity of rubber post 21 is nine, second building holds plate body 24 bottom and is connected with third building through first spring buffer rod 23 and holds plate body 24, the quantity of first spring buffer rod 23 is nine, third building holds plate body 24 bottom and is connected with fourth building through second spring buffer rod 25 and holds plate body 26, the quantity of second spring buffer rod 25 is nine, first dead lever 27 is installed on the inside top of first spring buffer rod 23, second dead lever 30 is installed on the inside top of second spring buffer rod 25, first dead lever 27 left and right sides bottom is connected with second air spring 28 and second air spring 29 through first air spring respectively A second fixing bar 30.
Please refer to fig. 1 in this embodiment, through rubber column 21 and two spring buffer poles between four building bearing plate bodies and the building bearing plate body 1 and the air springs on the first dead lever 27 and the second dead lever 30, not only can utilize rubber column 21 and two spring buffer poles between the building bearing plate body 1, triple buffering is carried out, the shock resistance of the building bearing plate body is greatly improved, and through first dead lever 27 and second dead lever 30, not only can combine first spring buffer pole and second spring buffer pole buffer capacity together, and the air spring can further promote the ability of buffering, be favorable to more practical use a high performance antidetonation steel bar truss building bearing plate.
Wherein, first spring buffer pole 23 and second spring buffer pole 25 all include main spring buffer pole 32 and vice spring buffer pole 34, vice spring buffer pole 34 bottom is run through in main spring buffer pole 32, the welding of vice spring buffer pole 34 bottom has spring 33, the welding of spring 33 bottom has main spring buffer pole 32, spring 33 is located inside main spring buffer pole 32.
Wherein, first fixed block 7 and second fixed block 8 have been welded respectively to the 1 bottom left and right sides of building bearing plate body, first fixed block 7 and the 8 bottom laminating of second fixed block have first support frame 9 and second support frame 10 respectively, first fixing bolt 11 and second fixing bolt 12 are installed respectively to first support frame 9 and the 10 left and right sides of second support frame, first fixing bolt 11 and second fixing bolt 12 one side run through first support frame 9 and second support frame 10 respectively and are connected with first fixed block 7 and second fixed block 8.
The bottom of the right side of the first support frame 9 is fixedly connected with a second support frame 10 through a support plate 13, the top of the support plate 13 is bonded with a rubber ball 14, and the tops of the first support frame 9 and the second support frame 10 are both bonded with a first rubber pad 31.
Referring to fig. 1 in this embodiment, by using the first rubber pads 31 on the first support frame 9 and the second support frame 10 and the rubber balls 14 and the inclined struts on the support plates 13, not only the first rubber pads 31 on the first support frame 9 and the second support frame 10 can be used to buffer the vibration on the floor bearing plate 1, but also the rubber balls 14 and the inclined struts on the support plates 13 can improve the buffering performance and the compressive strength of the floor bearing plate 1, which is beneficial to more practical use of a high-performance anti-seismic steel bar truss floor bearing plate.
Wherein, the 14 top laminating of rubber ball has the building bearing plate body 1, first bracing 15 is installed on the 14 right sides of rubber ball, second bracing 16 is installed to first bracing 15 rear side, third fixing bolt 17 is installed to first bracing 15 front side, third fixing bolt 17 rear side runs through in first bracing 15 and second bracing 16 respectively, first bracing 15 and second bracing 16 all are located backup pad 13 top.
Wherein, the laminating of 1 top of building bearing plate body has set square plate 2, 2 bottom fixedly connected with second rubber pads 18 of set square plate, the quantity of set square plate 2 is six, fourth fixing bolt 3 is all installed to both sides around the 2 tops of set square plate, 3 bottoms of fourth fixing bolt run through set square plate 2 and are connected with building bearing plate body 1.
Please refer to in this embodiment and draw back 1, through triangle steel sheet 2 on the building bearing plate body 1 and the second rubber pad 18 on the triangle steel sheet 2, can utilize triangle steel sheet 2 to weld with the muscle of each position, then directly install triangle steel sheet 2 on building bearing plate body 1, be convenient for assemble floor bearing plate body 1 is whole, and when the reinforcing bar goes wrong, be convenient for carry out the dismouting, not only so second rubber pad 18, can promote triangle steel sheet 2's shock-absorbing capacity, be favorable to more practical use a high performance antidetonation steel bar truss building bearing plate.
Wherein, both sides all have welded web member muscle 4 around the 2 tops of triangle steel sheet, the welding of 2 tops of triangle steel sheet has last chord muscle 5, both sides all have welded lower chord muscle 6 around the 1 top of building bearing plate body, the welding has support diagonal muscle 19 between web member muscle 4 and the last chord muscle 5.
In this embodiment, referring to fig. 2, the supporting diagonal ribs 19 on the web bar rib 4 and the upper chord rib 5 can increase the overall supporting strength of the floor bearing plate 1, increase the pressure resistance of the floor bearing plate 1, and facilitate the more practical use of a high-performance anti-seismic steel bar truss floor bearing plate.
When a high performance antidetonation steel bar truss floor carrier plate uses, earlier web bar muscle 4, last chord muscle 5 and support diagonal 19 welding are on the triangle steel sheet 2, after the welding is accomplished, place triangle steel sheet 2 on floor carrier plate body 1, then utilize fourth fixing bolt 3 to fix triangle steel sheet 2 on floor carrier plate body 1, after that with first support frame 9 and second support frame 10 through first fixing bolt 11 and second fixing bolt 12 fix on first fixed block 7 and second fixed block 8, after fixed the completion, because at first floor carrier plate body 20, second floor carrier plate body 22, install rubber column 21 between third floor carrier plate body 24 and fourth floor carrier plate body 26, first spring buffer pole 23 and second spring buffer pole 25, can utilize rubber column 21 and two spring buffer poles between floor carrier plate body 1, carry out buffering of triple, and install first dead lever 27 and second dead lever on first spring buffer pole 23 and second spring buffer pole 25 respectively 30, a plurality of spring buffer rods can be synchronized, not only the first air springs 28 and the second air springs 29 on the first fixing rod 27 and the second fixing rod 30 can further improve the buffer performance, the first rubber pads 31 on the first support frame 9 and the second support frame 10 and the rubber balls 14 on the support plate 13, the first inclined struts 15 and the second inclined struts 16 can be used for buffering the vibration on the floor bearing plate body 1 by utilizing the first rubber pads 31 on the first support frame 9 and the second support frame 10, but also the buffer performance and the compressive strength of the floor bearing plate body 1 can be improved by utilizing the rubber balls 14 and the inclined struts on the support plate 13, the second rubber pads 18 arranged at the bottom of the triangular steel plate 2 can improve the buffer and shock resistance of the triangular steel plate 2, and it needs to be noted that the floor bearing plate body 1, the first fixing block 7 and the second fixing block 8 are provided with the first fixing bolts 11, And the bolt holes of the second fixing bolt 12, the third fixing bolt 17 and the fourth fixing bolt 3 are matched.
While there have been shown and described what are at present considered the fundamental principles and essential features of the invention and its advantages, it will be apparent to those skilled in the art that the invention is not limited to the details of the foregoing exemplary embodiments, but is capable of other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (7)

1. The utility model provides a high performance antidetonation steel bar truss building carrier plate, includes building bearing plate body (1), its characterized in that: the floor bearing plate body (1) comprises a first floor bearing plate body (20), a second floor bearing plate body (22), a third floor bearing plate body (24) and a fourth floor bearing plate body (26), wherein the bottom of the first floor bearing plate body (20) is fixedly connected with the second floor bearing plate body (22) through rubber columns (21), the number of the rubber columns (21) is nine, the bottom of the second floor bearing plate body (24) is connected with the third floor bearing plate body (24) through first spring buffer rods (23), the number of the first spring buffer rods (23) is nine, the bottom of the third floor bearing plate body (24) is connected with the fourth floor bearing plate body (26) through second spring buffer rods (25), the number of the second spring buffer rods (25) is nine, first fixing rods (27) are installed at the top end inside the first spring buffer rods (23), and second fixing rods (30) are installed at the top end inside the second spring buffer rods (25), the left side and the right side of the first fixing rod (27) are connected with a second fixing rod (30) through a first air spring (28) and a second air spring (29).
2. The high-performance anti-seismic steel bar truss floor deck according to claim 1, characterized in that: first spring buffer pole (23) and second spring buffer pole (25) all include main spring buffer pole (32) and auxiliary spring buffer pole (34), auxiliary spring buffer pole (34) bottom is run through in main spring buffer pole (32), the welding of auxiliary spring buffer pole (34) bottom has spring (33), the welding of spring (33) bottom has main spring buffer pole (32), spring (33) are located inside main spring buffer pole (32).
3. The high-performance anti-seismic steel bar truss floor deck according to claim 1, characterized in that: building bearing plate body (1) bottom left and right sides has welded first fixed block (7) and second fixed block (8) respectively, first fixed block (7) and second fixed block (8) bottom are laminated respectively and have first support frame (9) and second support frame (10), first fixing bolt (11) and second fixing bolt (12) are installed respectively to first support frame (9) and second support frame (10) left and right sides, first fixing bolt (11) and second fixing bolt (12) one side run through first support frame (9) and second support frame (10) respectively and are connected with first fixed block (7) and second fixed block (8).
4. The high-performance anti-seismic steel bar truss floor deck according to claim 3, characterized in that: the bottom of the right side of the first support frame (9) is fixedly connected with a second support frame (10) through a support plate (13), the top of the support plate (13) is bonded with a rubber ball (14), and the tops of the first support frame (9) and the second support frame (10) are bonded with a first rubber pad (31).
5. The high-performance anti-seismic steel bar truss floor deck according to claim 4, characterized in that: rubber ball (14) top laminating has the building to hold plate body (1), first bracing (15) are installed on rubber ball (14) right side, second bracing (16) are installed to first bracing (15) rear side, third fixing bolt (17) are installed to first bracing (15) front side, third fixing bolt (17) rear side runs through in first bracing (15) and second bracing (16) respectively, first bracing (15) and second bracing (16) all are located backup pad (13) top.
6. The high-performance anti-seismic steel bar truss floor deck according to claim 1, characterized in that: building bearing plate body (1) top laminating has three angle steel sheet (2), three angle steel sheet (2) bottom fixedly connected with second rubber pad (18), the quantity of three angle steel sheet (2) is six, fourth fixing bolt (3) are all installed to both sides around three angle steel sheet (2) top, fourth fixing bolt (3) bottom is run through three angle steel sheet (2) and is connected with building bearing plate body (1).
7. The high-performance anti-seismic steel bar truss floor deck according to claim 6, characterized in that: web bar ribs (4) are welded on the front side and the rear side of the top of the triangular steel plate (2), upper chord ribs (5) are welded on the top of the triangular steel plate (2), lower chord ribs (6) are welded on the front side and the rear side of the top of the floor bearing plate body (1), and support diagonal ribs (19) are welded between the web bar ribs (4) and the upper chord ribs (5).
CN201910378062.9A 2019-05-08 2019-05-08 High-performance anti-seismic steel bar truss floor bearing plate Pending CN111910812A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910378062.9A CN111910812A (en) 2019-05-08 2019-05-08 High-performance anti-seismic steel bar truss floor bearing plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910378062.9A CN111910812A (en) 2019-05-08 2019-05-08 High-performance anti-seismic steel bar truss floor bearing plate

Publications (1)

Publication Number Publication Date
CN111910812A true CN111910812A (en) 2020-11-10

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Application Number Title Priority Date Filing Date
CN201910378062.9A Pending CN111910812A (en) 2019-05-08 2019-05-08 High-performance anti-seismic steel bar truss floor bearing plate

Country Status (1)

Country Link
CN (1) CN111910812A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20140036458A (en) * 2012-09-14 2014-03-26 한국건설기술연구원 Prefab floor system of modular unit system
CN206987145U (en) * 2017-07-04 2018-02-09 天津地天泰钢铁集成有限公司 A kind of end template is detachable and the adjustable steel bar truss floor support plate of thickness
CN206987143U (en) * 2017-07-04 2018-02-09 天津地天泰钢铁集成有限公司 A kind of steel bar girder laminated floor slab
CN207525963U (en) * 2017-11-08 2018-06-22 天津亿迅源金属制品有限公司 A kind of steel bar truss floor support plate
CN208023846U (en) * 2017-11-09 2018-10-30 天津亿迅源金属制品有限公司 A kind of high-strength composite color corrugated sheet steel
CN208202270U (en) * 2018-01-29 2018-12-07 杨明贵 A kind of laminated floor slab for steel buildings
CN109113407A (en) * 2018-10-10 2019-01-01 徐赵东 A kind of multidimensional with anti-pull-out property is every vibration absorber and its every oscillation damping method
CN208718141U (en) * 2018-08-06 2019-04-09 江苏新丽源南亚新材料有限公司 A kind of multilayer shock-absorbing type cellular board

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20140036458A (en) * 2012-09-14 2014-03-26 한국건설기술연구원 Prefab floor system of modular unit system
CN206987145U (en) * 2017-07-04 2018-02-09 天津地天泰钢铁集成有限公司 A kind of end template is detachable and the adjustable steel bar truss floor support plate of thickness
CN206987143U (en) * 2017-07-04 2018-02-09 天津地天泰钢铁集成有限公司 A kind of steel bar girder laminated floor slab
CN207525963U (en) * 2017-11-08 2018-06-22 天津亿迅源金属制品有限公司 A kind of steel bar truss floor support plate
CN208023846U (en) * 2017-11-09 2018-10-30 天津亿迅源金属制品有限公司 A kind of high-strength composite color corrugated sheet steel
CN208202270U (en) * 2018-01-29 2018-12-07 杨明贵 A kind of laminated floor slab for steel buildings
CN208718141U (en) * 2018-08-06 2019-04-09 江苏新丽源南亚新材料有限公司 A kind of multilayer shock-absorbing type cellular board
CN109113407A (en) * 2018-10-10 2019-01-01 徐赵东 A kind of multidimensional with anti-pull-out property is every vibration absorber and its every oscillation damping method

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Application publication date: 20201110