CN213806065U - Stable form steel bar truss building carrier plate - Google Patents

Stable form steel bar truss building carrier plate Download PDF

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Publication number
CN213806065U
CN213806065U CN202022283568.2U CN202022283568U CN213806065U CN 213806065 U CN213806065 U CN 213806065U CN 202022283568 U CN202022283568 U CN 202022283568U CN 213806065 U CN213806065 U CN 213806065U
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China
Prior art keywords
girder
carrier plate
steel bar
bar truss
building carrier
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CN202022283568.2U
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Chinese (zh)
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朱飞
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Jiangsu Xusu New Energy Technology Co ltd
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Jiangsu Xusu New Energy Technology Co ltd
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Abstract

The utility model discloses a stable form steel bar truss building carrier plate, including building carrier plate body, the right side wall of building carrier plate body is provided with the spread groove, the left side wall of building carrier plate body is provided with connects protrudingly, the inner chamber of building carrier plate body is provided with steel bar truss, steel bar truss includes first girder, the second girder, third girder and fourth girder, first girder, the second girder, it is fixed to connect through tie-beam and erection beam between third girder and the fourth girder, all be connected between first girder and second girder and third girder and the fourth girder and be provided with two sets of stable beam structure, first girder, the second girder, the cuboid inner chamber four corners that third girder and fourth girder are constituteed is provided with stable set-square. The utility model provides a current building have had higher requirement to the intensity and the stability of building carrier plate, traditional ordinary building carrier plate structure has not adapted to the problem of the intensity of modern building and the requirement of stability.

Description

Stable form steel bar truss building carrier plate
Technical Field
The utility model relates to a building carrier plate technical field specifically is a stable form steel bar truss building carrier plate.
Background
The floor carrier plate extensively is used for the power plant, power equipment company, the automobile exhibition room, the steel construction factory building, the cement storehouse, the steel construction office, the airport waits the airport terminal, railway station, the stadium, the concert hall, the theater, large-scale supermarket, logistics center, steel construction building such as olympic games stadium, the requirement of the quick construction of adaptation main part steel construction, can provide firm operation platform in the short time, and can adopt a plurality of floors to lay the profiled sheet, concrete slab's flowing water construction is pour in the layering, but current building has higher requirement to the intensity and the stability of floor carrier plate, traditional ordinary floor carrier plate structure has not adapted to the requirement of the intensity and the stability of modern building. Therefore, a stable type steel bar truss floor support plate is designed.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a stable form steel bar truss building carrier plate has solved current building and has had higher requirement to the intensity and the stability of building carrier plate, and traditional ordinary building carrier plate structure has not adapted to the problem of the requirement of the intensity of modern building and stability.
In order to achieve the above purpose, the utility model adopts the technical scheme that:
the utility model provides a stable form steel bar truss building carrier plate, includes the building carrier plate body, the right side wall of building carrier plate body is provided with the spread groove, the left side wall of building carrier plate body is provided with connects protrudingly, the inner chamber of building carrier plate body is provided with steel bar truss, steel bar truss includes first girder, second girder, third girder and fourth girder, it is fixed to connect through tie-beam and installation roof beam between first girder, second girder, third girder and the fourth girder, all be connected between first girder and second girder and third girder and the fourth girder and be provided with two sets of stable beam structures, it is provided with the stiffener to connect between second girder and the third girder, the cuboid inner chamber four corners that first girder, second girder, third girder and fourth girder are constituteed is provided with stable set square.
The utility model provides an aforementioned stable form steel bar truss building carrier plate, spread groove and connection arch all are provided with four, spread groove and connection arch are the rectangle setting, and spread groove and the bellied setting of corresponding of cooperateing of connection, correspond the setting through spread groove and the bellied setting of cooperateing of connection, can be convenient for connect between two building carrier plates.
The utility model provides a stable form steel bar truss building carrier plate, the stable roof beam structure includes two stabilizer bars, two be 60 degrees settings between the stabilizer bar, the stiffener is located and connects between two stabilizer bars from top to bottom and forms a three-dimensional form equilateral triangle setting, is 60 degrees settings through being between two stabilizer bars, has strengthened the connection stability between the girder, and the stiffener is located and connects between two stabilizer bars from top to bottom simultaneously and forms a three-dimensional form equilateral triangle setting for the stability of holistic building carrier plate steel bar truss's whole framework obtains further enhancement.
The stable form steel bar truss building carrier plate, the tie-beam all is provided with a plurality ofly with the installation roof beam, and a plurality of tie-beams and a plurality of installation roof beam all are array form and arrange the setting, and joint strength between the girder has been strengthened with the installation roof beam to a plurality of tie-beams.
The utility model provides an aforementioned stable form steel bar truss building carrier plate, the wall all is provided with a plurality of mounting holes of installation roof beam, and is equidistant setting between per two mounting holes, through setting up the mounting hole, is convenient for follow-up further reinforcement and the subsequent connection to steel bar truss.
The stable form steel bar truss building carrier plate, the left side of first girder, second girder, third girder and fourth girder is provided with connects the fixed head.
The utility model has the advantages that: the connecting groove and the connecting bulge are respectively provided with four rectangular arrangements, and the connecting groove and the connecting bulge are correspondingly matched and arranged through the matching and the arrangement of the connecting groove and the connecting bulge, can facilitate the connection between two floor bearing plates, the stabilizing beam structure comprises two stabilizing bars which are arranged at an angle of 60 degrees, the two stabilizer bars are arranged at an angle of 60 degrees, so that the connection stability between the main beams is enhanced, meanwhile, the reinforcing rod is positioned between the upper and lower stabilizing rods and is connected to form a three-dimensional equilateral triangle, make holistic building carrier plate steel bar truss's whole framework's stability obtain further enhancement, tie-beam and installation roof beam all are provided with a plurality ofly, and the joint strength between the girder has been strengthened with the installation roof beam to a plurality of tie-beams, has solved current building and has had higher requirement to the intensity and the stability of building carrier plate, and traditional ordinary building carrier plate structure has not adapted to the problem of the intensity of modern building and the requirement of stability.
Drawings
Fig. 1 is a perspective view of the present invention;
fig. 2 is a schematic view of a connection structure of the steel bar truss.
In the figure: 1. building carrier plate body, 2, spread groove, 3, connect protrudingly, 4, first girder, 5, second girder, 6, third girder, 7, fourth girder, 8, tie-beam, 9, stabilize the roof beam structure, 10, stiffener, 11, installation roof beam, 12, stabilize the set-square, 13, connect the fixed head.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to FIGS. 1-2: the utility model provides a stable form steel bar truss building carrier plate, includes building carrier plate body 1, its characterized in that: the right side wall of the floor support plate body 1 is provided with a connecting groove 2, the left side wall of the floor support plate body 1 is provided with a connecting bulge 3, the connecting groove 2 and the connecting bulge 3 are respectively provided with four, the connecting groove 2 and the connecting bulge 3 are respectively arranged in a rectangular manner, the connecting groove 2 and the connecting bulge 3 are correspondingly matched, an inner cavity of the floor support plate body 1 is provided with a steel bar truss, the steel bar truss comprises a first main beam 4, a second main beam 5, a third main beam 6 and a fourth main beam 7, the first main beam 4, the second main beam 5, the third main beam 6 and the fourth main beam 7 are fixedly connected through a connecting beam 8 and an installation beam 11, two groups of stabilizing beam structures 9 are respectively connected between the first main beam 4 and the second main beam 5 and between the third main beam 6 and the fourth main beam 7, a reinforcing rod 10 is connected between the second main beam 5 and the third main beam 6, the stabilizing beam structures 9 comprise two stabilizing rods, the two stabilizing rods are arranged at an angle of 60 degrees, the stiffener 10 is located and connects between two upper and lower stabilizer bars and form a three-dimensional form equilateral triangle setting, tie-beam 8 and installation roof beam 11 all are provided with a plurality ofly, and a plurality of tie-beams 8 and a plurality of installation roof beam 11 all are the array form and arrange the setting, the four walls of installation roof beam 11 all are provided with a plurality of mounting holes, and be equidistant setting between per two mounting holes, first girder 4, second girder 5, the cuboid inner chamber four corners that third girder 6 and fourth girder 7 are constituteed is provided with stable set square 12, first girder 4, second girder 5, the left side of third girder 6 and fourth girder 7 is provided with connects fixed head 13.
To sum up, when the utility model is used, the connecting groove 2 and the connecting bulge 3 are both provided with four rectangular arrangements, and the matching corresponding arrangement of the connecting groove 2 and the connecting bulge 3 can facilitate the connection between the two floor support plates 1 through the matching corresponding arrangement of the connecting groove 2 and the connecting bulge 3, the stabilizing beam structure 9 comprises two stabilizing bars, the 60-degree arrangement is formed between the two stabilizing bars, the connection stability between the main beams is enhanced through the 60-degree arrangement between the two stabilizing bars, meanwhile, the reinforcing bar 00 is positioned between the upper and the lower stabilizing bars to form a three-dimensional equilateral triangle arrangement, so that the stability of the whole framework of the whole floor support plate steel bar truss is further enhanced, the connecting beams 8 and the mounting beams 11 are both provided with a plurality, the connecting strength between the main beams is enhanced through the connecting beams 8 and the mounting beams 11, the problem that the existing building has higher requirements on the strength and stability of the floor support plate is solved, the traditional common floor support plate structure can not meet the requirements of strength and stability of modern buildings.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.

Claims (6)

1. The utility model provides a stable form steel bar truss building carrier plate, includes building carrier plate body (1), its characterized in that: the right side wall of building carrier plate body (1) is provided with spread groove (2), the left side wall of building carrier plate body (1) is provided with connects protruding (3), the inner chamber of building carrier plate body (1) is provided with steel bar truss, steel bar truss includes first girder (4), second girder (5), third girder (6) and fourth girder (7), it is fixed with installation roof beam (11) to connect through tie-beam (8) between first girder (4), second girder (5), third girder (6) and fourth girder (7), it is provided with two sets of stable roof beam structures (9) all to be connected between first girder (4) and second girder (5) and third girder (6) and fourth girder (7), it is provided with stiffener (10) to connect between second girder (5) and third girder (6), first girder (4), And stable triangular plates (12) are arranged at four corners of a cuboid inner cavity formed by the second main beam (5), the third main beam (6) and the fourth main beam (7).
2. A stable steel bar truss floor deck according to claim 1, wherein: spread groove (2) and connect protruding (3) all are provided with four, spread groove (2) and connect protruding (3) and be the rectangle setting, and the cooperation of spread groove (2) and connection protruding (3) corresponds the setting.
3. A stable steel bar truss floor deck according to claim 1, wherein: the stabilizing beam structure (9) comprises two stabilizing bars, the two stabilizing bars are arranged at an angle of 60 degrees, and the reinforcing bar (10) is positioned between the upper stabilizing bar and the lower stabilizing bar and is connected to form a three-dimensional equilateral triangle.
4. A stable steel bar truss floor deck according to claim 1, wherein: the connecting beam (8) and the mounting beam (11) are provided with a plurality of connecting beams, and the connecting beams (8) and the mounting beams (11) are arranged in an array shape.
5. A stable steel bar truss floor deck according to claim 1, wherein: the four walls of the mounting beam (11) are provided with a plurality of mounting holes, and every two mounting holes are arranged at equal intervals.
6. A stable steel bar truss floor deck according to claim 1, wherein: and the left sides of the first main beam (4), the second main beam (5), the third main beam (6) and the fourth main beam (7) are provided with connecting and fixing heads (13).
CN202022283568.2U 2020-10-14 2020-10-14 Stable form steel bar truss building carrier plate Active CN213806065U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022283568.2U CN213806065U (en) 2020-10-14 2020-10-14 Stable form steel bar truss building carrier plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022283568.2U CN213806065U (en) 2020-10-14 2020-10-14 Stable form steel bar truss building carrier plate

Publications (1)

Publication Number Publication Date
CN213806065U true CN213806065U (en) 2021-07-27

Family

ID=76958022

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022283568.2U Active CN213806065U (en) 2020-10-14 2020-10-14 Stable form steel bar truss building carrier plate

Country Status (1)

Country Link
CN (1) CN213806065U (en)

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