CN218264504U - Novel combined type steel bar truss floor bearing plate - Google Patents
Novel combined type steel bar truss floor bearing plate Download PDFInfo
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- CN218264504U CN218264504U CN202222102368.1U CN202222102368U CN218264504U CN 218264504 U CN218264504 U CN 218264504U CN 202222102368 U CN202222102368 U CN 202222102368U CN 218264504 U CN218264504 U CN 218264504U
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Abstract
The utility model provides a novel combination formula steel bar truss building carrier plate belongs to building engineering technical field. This novel combination formula steel bar truss building carrier plate, including the die block steel sheet. The upper end of the bottom die steel plate is provided with a plurality of steel bar truss bodies, a plurality of mounting mechanisms are fixedly arranged on the bottom die steel plate, and a heat insulation plate is fixedly arranged on the bottom surface of the bottom die steel plate; a plurality of installation mechanism includes the floor, floor fixed mounting is in steel bar truss body both sides, floor both sides fixedly connected with mounting panel, the mounting panel through a plurality of locking bolts with die block steel sheet fixed connection, the utility model discloses the steel bar truss body of being convenient for is changed, is convenient for adjust and pours, and the structure is more firm reliable, and stability is stronger, non-deformable in the use, and the structure is more firm reliable, and stability is stronger, and the atress mode is more reasonable, can improve the thermal insulation performance of building carrier plate through setting up of heated board.
Description
Technical Field
The utility model relates to a building engineering technical field particularly, relates to a novel combination formula steel bar truss building carrier plate.
Background
A steel bar truss floor bearing plate belongs to one of unsupported profiling combined floor bearing plates. The truss formed by connecting the steel bars serving as the upper chord, the lower chord and the web members through resistance spot welding is called a steel bar truss. Steel bar truss connects into holistic combination bearing plate through resistance spot welding with the bottom plate and is called steel bar truss building carrier plate, and current partial building carrier plate heat preservation effect is poor, is unfavorable for building energy-conservation, and inconvenient dismantles the regulation and uses, warp easily in the use, brings the influence to properties such as intensity, atress of steel bar truss building carrier plate.
SUMMERY OF THE UTILITY MODEL
In order to compensate above not enough, the utility model provides a novel combination formula steel bar truss building carrier plate aims at improving that current part building carrier plate heat preservation effect is poor, is unfavorable for building energy-conservation, and inconvenient dismantles the regulation and uses, warp easily in the use, brings the influence to properties such as intensity, atress of steel bar truss building carrier plate.
The embodiment of the utility model provides a novel combination formula steel bar truss building carrier plate, including the die block steel sheet.
The upper end of the bottom die steel plate is provided with a plurality of steel bar truss bodies, a plurality of mounting mechanisms are fixedly arranged on the bottom die steel plate, and a heat insulation plate is fixedly arranged on the bottom surface of the bottom die steel plate;
a plurality of installation mechanism includes the floor, floor fixed mounting be in steel bar truss body both sides, floor both sides fixedly connected with mounting panel, the mounting panel through a plurality of locking bolts with die block steel sheet fixed connection.
In the above-mentioned realization in-process, be convenient for pour the use through the steel bar truss body, and the atress effect is good, and the loading capacity is bigger, and the structure is more firm, can improve the thermal insulation performance of building carrier plate through setting up of heated board, through the setting of installation mechanism, is convenient for install the steel bar truss body and dismantles the use, is convenient for adjust the thickness of concreting.
In a specific embodiment, die block steel sheet one side is equipped with public overlap joint mouth, die block steel sheet one side is equipped with female overlap joint mouth.
In the implementation process, the bottom die steel plates are convenient to connect.
In a specific embodiment, a plurality of first reinforcing ribs are fixedly arranged on the bottom die steel plate, and a plurality of second reinforcing ribs are fixedly arranged on the bottom die steel plate.
In the implementation process, the bearing capacity of the bottom die steel plate is increased, the bottom die steel plate is not easy to deform in the use process, the structure is firmer and more reliable, the stability is stronger, and the stress mode is more reasonable.
In a specific embodiment, the steel bar truss body includes last chord steel bar, a plurality of web member reinforcing bars of last chord steel bar both sides fixedly connected with, it is adjacent connect through a brace between the web member reinforcing bar, the vertical reinforcing bar of last chord steel bar both ends fixedly connected with support, the vertical reinforcing bar fixed connection of support is in on the die block steel sheet.
In the implementation process, the reinforced concrete is convenient to cast, and the truss structure is more stable.
In a specific implementation scheme, a plurality of web member reinforcing steel bars are connected with a lower chord reinforcing steel bar on one side, two ends of the lower chord reinforcing steel bar are fixedly connected with support horizontal reinforcing steel bars, and support vertical reinforcing steel bars are fixedly connected with the support horizontal reinforcing steel bars.
In the implementation process, the bearing capacity of the steel bar truss body can be increased, so that the web member steel bars are not easy to deform, and the use effect is increased.
In a specific implementation scheme, a plurality of clamping parts are arranged on the rib plate, and the supporting ribs are connected in the clamping parts in a pressing rivet mode.
In the implementation process, the steel bar truss body is convenient to fix.
In a specific embodiment, the bottom die steel plate structure is a galvanized steel plate with the thickness of 0.5-1.0 mm.
In the implementation process, the self weight of the structure can be reduced, steel is saved, and the load bearing capacity is stronger.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural diagram provided in an embodiment of the present invention;
fig. 2 is a schematic structural view of a steel bar truss body provided by an embodiment of the present invention;
fig. 3 is a schematic top view of the structure according to the embodiment of the present invention.
In the figure: 100-bottom die steel plate; 101-male lap joint; 102-female lap joint; 103-a first reinforcing rib; 104-a second reinforcing rib; 110-a steel bar truss body; 111-upper chord rebar; 112-web member reinforcing steel bars; 113-supporting ribs; 114-support vertical rebar; 115-lower chord steel bar; 116-support horizontal rebar; 120-a mounting mechanism; 121-rib plate; 122-a mounting plate; 123-locking bolt; 124-clamping part; 130-heat preservation plate.
Detailed Description
The technical solution in the embodiment of the present invention will be described below with reference to the accompanying drawings in the embodiment of the present invention.
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and for simplicity of description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
Referring to fig. 1, the present invention provides a novel combined steel bar truss floor support plate, which includes a bottom die steel plate 100.
Referring to fig. 1, 2 and 3, a plurality of steel bar truss bodies 110 are arranged at the upper end of a bottom die steel plate 100, a plurality of mounting mechanisms 120 are fixedly arranged on the bottom die steel plate 100, a heat insulation plate 130 is fixedly arranged on the bottom surface of the bottom die steel plate 100, a plurality of first reinforcing ribs 103 are fixedly arranged on the bottom die steel plate 100, a plurality of second reinforcing ribs 104 are fixedly arranged on the bottom die steel plate 100, so that the bearing capacity of the bottom die steel plate 100 is increased, the bottom die steel plate is not easy to deform in the using process, the structure is firmer and more reliable, the stability is stronger, and the stress mode is more reasonable;
the plurality of mounting mechanisms 120 comprise ribbed plates 121, the ribbed plates 121 are fixedly mounted on two sides of the steel bar truss body 110, mounting plates 122 are fixedly connected to two sides of the ribbed plates 121, and the mounting plates 122 are fixedly connected with the bottom die steel plate 100 through a plurality of locking bolts 123.
In this embodiment, a male lap joint opening 101 is formed on one side of the bottom die steel plate 100, and a female lap joint opening 102 is formed on one side of the bottom die steel plate 100, so that the bottom die steel plate 100 can be conveniently connected.
The utility model discloses in the file, steel bar truss body 110 includes last chord steel bar 111, a plurality of web member reinforcing bars 112 of 111 both sides fixedly connected with of last chord steel bar, connect through brace 113 between the adjacent web member reinforcing bar 112, the vertical reinforcing bar 114 of 111 both ends fixedly connected with support of last chord steel bar, the vertical reinforcing bar 114 fixed connection of support is on die block steel sheet 100, be convenient for pour reinforced concrete, truss structure is more firm, a plurality of web member reinforcing bars 112 one side are connected with last chord steel bar 115, last chord steel bar 115 both ends fixedly connected with support horizontal reinforcement 116, support vertical reinforcing bar 114 and support horizontal reinforcement 116 fixed connection, the bearing capacity of multiplicable steel bar truss body 110, make web member reinforcing bar 112 non-deformable, increase the result of use.
When the steel bar truss bottom die steel plate 100 is specifically arranged, the structure dead weight can be reduced, steel is saved, and the bearing capacity is stronger.
Specifically, this novel combination formula steel bar truss building carrier plate's theory of operation: during the use, use a plurality of locking bolt 123 to install floor 121 fixed, be convenient for dismantle the installation with steel bar truss body 110, the steel bar truss body 110 of being convenient for is changed, first strengthening rib 103 and the multiplicable die block steel sheet 100 bearing capacity of second strengthening rib 104, non-deformable in the use, the structure is more firm reliable, and stability is stronger, and the atress mode is more reasonable, can improve the thermal insulation performance of floor carrier plate through the setting of heated board 130.
The above description is only an example of the present invention and is not intended to limit the scope of the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention. It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (7)
1. The utility model provides a novel combination formula steel bar truss floor carrier plate, includes die block steel sheet (100), its characterized in that: the upper end of the bottom die steel plate (100) is provided with a plurality of steel bar truss bodies (110), the bottom die steel plate (100) is fixedly provided with a plurality of mounting mechanisms (120), and the bottom surface of the bottom die steel plate (100) is fixedly provided with a heat insulation plate (130);
a plurality of installation mechanism (120) include floor (121), floor (121) fixed mounting be in steel bar truss body (110) both sides, floor (121) both sides fixedly connected with mounting panel (122), mounting panel (122) through a plurality of locking bolt (123) with die block steel sheet (100) fixed connection.
2. The novel combined steel bar truss floor deck as claimed in claim 1, wherein a male lap joint opening (101) is formed in one side of the bottom die steel plate (100), and a female lap joint opening (102) is formed in one side of the bottom die steel plate (100).
3. The novel combined steel bar truss floor deck as claimed in claim 1, wherein a plurality of first reinforcing ribs (103) are fixedly disposed on the bottom die steel plate (100), and a plurality of second reinforcing ribs (104) are fixedly disposed on the bottom die steel plate (100).
4. The novel combined type steel bar truss floor deck according to claim 1, wherein the steel bar truss body (110) comprises upper chord steel bars (111), a plurality of web member steel bars (112) are fixedly connected to two sides of the upper chord steel bars (111), the adjacent web member steel bars (112) are connected through support ribs (113), support vertical steel bars (114) are fixedly connected to two ends of the upper chord steel bars (111), and the support vertical steel bars (114) are fixedly connected to the bottom formwork steel plate (100).
5. The novel combined type steel bar truss floor deck as claimed in claim 4, wherein a plurality of web members (112) are connected with a lower chord steel bar (115) at one side, support horizontal steel bars (116) are fixedly connected with two ends of the lower chord steel bar (115), and the support vertical steel bars (114) are fixedly connected with the support horizontal steel bars (116).
6. The novel combined type steel bar truss floor deck as claimed in claim 4, wherein the rib plates (121) are provided with a plurality of clamping portions (124), and the support ribs (113) are connected in the clamping portions (124) in a riveting manner.
7. The novel combined steel bar truss floor deck as claimed in claim 1, wherein the bottom die steel plate (100) is a galvanized steel plate with a thickness of 0.5-1.0 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222102368.1U CN218264504U (en) | 2022-08-10 | 2022-08-10 | Novel combined type steel bar truss floor bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222102368.1U CN218264504U (en) | 2022-08-10 | 2022-08-10 | Novel combined type steel bar truss floor bearing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218264504U true CN218264504U (en) | 2023-01-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222102368.1U Active CN218264504U (en) | 2022-08-10 | 2022-08-10 | Novel combined type steel bar truss floor bearing plate |
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| Country | Link |
|---|---|
| CN (1) | CN218264504U (en) |
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2022
- 2022-08-10 CN CN202222102368.1U patent/CN218264504U/en active Active
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