CN214835056U - Supporting device for bearing plate of sawtooth-shaped steel bar truss floor - Google Patents
Supporting device for bearing plate of sawtooth-shaped steel bar truss floor Download PDFInfo
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- CN214835056U CN214835056U CN202120516864.4U CN202120516864U CN214835056U CN 214835056 U CN214835056 U CN 214835056U CN 202120516864 U CN202120516864 U CN 202120516864U CN 214835056 U CN214835056 U CN 214835056U
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- steel bar
- bar truss
- piece
- bearing plate
- truss floor
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 91
- 239000010959 steel Substances 0.000 title claims abstract description 91
- 238000007789 sealing Methods 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000005034 decoration Methods 0.000 description 3
- 238000010030 laminating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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Abstract
The utility model discloses a strutting arrangement of zigzag steel bar truss floor bearing plate, include: the steel beam, the plane cantilever part, the inclined support and the edge sealing part; one end of the plane cantilever piece is fixed on the steel beam, and the other end of the plane cantilever piece is connected with the edge sealing piece; the steel bar truss floor bearing plate is arranged above the steel beam, and the lower bottom surface of the steel bar truss floor bearing plate is attached to the plane overhanging piece; the edge sealing piece is arranged on the outer side of the sawteeth of the steel bar truss floor bearing plate, and the structure of the edge sealing piece is matched with that of the sawteeth; the bearing diagonal sets up in the below of sawtooth bump, and the one end and the plane of bearing diagonal are encorbelmented the piece and are connected, and the other end is connected with the girder steel. The utility model discloses an intensity of floor structure has been strengthened in the below of sawtooth bump to the bearing diagonal setting, and the structural phase-match of banding spare structure and sawtooth has made things convenient for laying of steel bar truss building carrier plate for the construction is simple and convenient, and it is laborsaving to save labour.
Description
Technical Field
The utility model relates to a building technical field, concretely relates to strutting arrangement of zigzag steel bar truss floor bearing plate.
Background
The concrete floor slab is a main horizontal stress member in a building, a scaffold needs to be erected on the concrete floor slab in a traditional building structure, a steel bar truss floor bearing plate is laid on the scaffold and steel bars are bound, and finally concrete is poured on the steel bar truss floor bearing plate to form the floor slab.
Along with the diversification of building structure forms, various floor slab structure models are diversified, when the floor slab structure is in various zigzag shapes, the construction of the steel bar truss floor bearing plate supported by the traditional frame body is tedious, labor-consuming and time-consuming, and difficult to meet, so that the strength of the floor slab structure cannot meet the requirements, and even the later-stage decoration and finishing are greatly influenced.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model discloses a strutting arrangement of zigzag steel bar truss floor bearing plate, include: the steel beam, the plane cantilever part, the inclined support and the edge sealing part; one end of the plane cantilever piece is fixed on the steel beam, and the other end of the plane cantilever piece is connected with the edge sealing piece; the steel bar truss floor bearing plate is arranged above the steel beam, and the lower bottom surface of the steel bar truss floor bearing plate is attached to the plane overhanging piece; the edge sealing piece is arranged on the outer side of the sawteeth of the steel bar truss floor bearing plate, and the structure of the edge sealing piece is matched with that of the sawteeth; the inclined support is arranged below the sawtooth convex points, one end of the inclined support is connected with the plane overhanging piece, and the other end of the inclined support is connected with the steel beam; wherein the concrete is poured inside the steel bar truss floor bearing plate.
Preferably, the edge banding comprises: a first edge sealing member and a second edge sealing member which are connected with each other; wherein first banding spare is encorbelmented with the plane and is connected, and second banding spare sets up the outside at the sawtooth.
Preferably, the steel beam is provided with a connecting lug plate, and the inclined support is connected with the steel beam through the connecting lug plate.
Preferably, the supporting device for the zigzag steel bar truss floor bearing plate further comprises connecting bolts, bolt holes are formed in the two ends of the plane cantilever part and the inclined support and the connecting lug plate, the bolt holes are connected through the connecting bolts, and the two ends of the inclined support are connected with the plane cantilever part and the connecting lug plate respectively.
Preferably, the girder steel is the I-shaped structure, and steel bar truss building carrier plate is connected with the upper surface of the last flange board of I-shaped structure, and the plane is encorbelmented the piece and is connected with the lower surface of the last flange board of I-shaped structure, and the fixed upper surface that sets up at the lower flange board of I-shaped structure of engaging lug board just is connected with the web.
Compared with the closest prior art, the beneficial effects of the utility model reside in that:
1. the utility model discloses a strutting arrangement's of zigzag steel bar truss floor bearing plate bearing diagonal brace sets up in the below of sawtooth bump, has strengthened floor structure's intensity, and the decoration and fitment of later stage has obtained the guarantee.
2. The utility model discloses zigzag steel bar truss floor holds strutting arrangement's bearing diagonal of board fixes on piece and the girder steel are encorbelmented to the plane for demountable installation's mode, has practiced thrift the resource.
3. The utility model discloses the strutting arrangement of zigzag steel bar truss building bearer plate's banding spare structure and the structure phase-match of sawtooth have made things convenient for laying of steel bar truss building bearer plate for the construction is simple and convenient, saves labour and saves time.
4. The utility model discloses a set up the plane and encorbelment piece, bearing diagonal and banding piece and replace traditional support body support scheme, can realize being under construction in advance, the location is accurate, and the outline location lofting of opposite sex flange limit can be realized fast to the banding piece, makes things convenient for laying of steel bar truss building carrier plate.
Drawings
Fig. 1 is the utility model discloses the strutting arrangement's of zigzag steel bar truss floor bearing plate structure schematic diagram.
Fig. 2 is the utility model discloses the supporting device's of zigzag steel bar truss floor bearing plate sawtooth structure bump supports the schematic diagram.
Fig. 3 is the utility model discloses the supporting device of zigzag steel bar truss floor bearing plate's sawtooth structure concave point supports the schematic diagram.
Fig. 4 is the utility model discloses the strutting arrangement's of zigzag steel bar truss floor board supporting point schematic diagram.
Reference numerals:
the steel bar truss floor slab comprises 1-steel beams, 2-steel bar truss floor slab plates, 3-plane overhanging pieces, 4-first edge sealing pieces, 5-inclined supports, 6-second edge sealing pieces, 7-concrete, 8-connecting bolts and 9-connecting lug plates.
Detailed Description
The technical solution in 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.
Example 1
As shown in fig. 1-4, the utility model provides a strutting arrangement of zigzag steel bar truss floor bearing plate, include: girder steel 1, plane cantilever 3, bearing diagonal 5 and banding piece. One end of the plane overhanging piece 3 is fixed on the steel beam 1, and the other end is connected with the edge sealing piece. Steel bar truss building carrier plate 2 sets up in the top of girder steel 1, and steel bar truss building carrier plate 2's lower bottom surface and plane piece 3 laminating of encorbelmenting. The banding piece sets up in the sawtooth outside of steel bar truss building carrier plate 2, and the structure phase-match of structure and sawtooth of banding piece. The bearing diagonal 5 sets up in the below of sawtooth bump, and the one end of bearing diagonal 5 is encorbelmented 3 with the plane and is connected, and the other end is connected with girder steel 1. Wherein the steel bar truss floor support plate 2 is internally poured with concrete 7. The strength of the floor slab structure is enhanced by the inclined support 5 below the sawtooth convex points, and later-stage decoration is guaranteed. The structure phase-match of banding spare structure and sawtooth has made things convenient for laying of steel bar truss building carrier plate 2 for the construction is simple and convenient, and labour saving and time saving.
In a preferred embodiment, the edge banding comprises: a first edge seal member 4 and a second edge seal member 6 connected to each other. Wherein first banding piece 4 is encorbelmented 3 with the plane and is connected, and second banding piece 6 sets up in the outside of sawtooth, and the structure phase-match of 6 structures of second banding piece and sawtooth.
In a preferred embodiment, the steel beam 1 is provided with a connecting lug plate 9, and the inclined strut 5 is connected with the steel beam 1 through the connecting lug plate 9.
In a preferred embodiment, the supporting device for the bearing plate of the zigzag steel bar truss floor further comprises connecting bolts 8, bolt holes are formed in the plane overhanging piece 3, the two ends of the inclined strut 5 and the connecting lug plate 9, the bolt holes are connected through the connecting bolts 8, and the two ends of the inclined strut 5 are respectively connected with the plane overhanging piece 3 and the connecting lug plate 9. The inclined support 5 is detachably mounted and fixed on the plane cantilever part and the steel beam, so that resources are saved.
In a preferred embodiment, the steel beam 1 is an i-shaped structure, the steel bar truss floor support plate 2 is connected with the upper surface of the upper flange plate of the i-shaped structure, the plane overhanging piece 3 is connected with the lower surface of the upper flange plate of the i-shaped structure, and the connecting lug plate 9 is fixedly arranged on the upper surface of the lower flange plate of the i-shaped structure and is connected with the web plate.
Example 2
Following the utility model discloses a introduction that strutting arrangement's of zigzag steel bar truss floor board supporting method goes on:
the supporting method of the supporting device of the sawtooth-shaped steel bar truss floor bearing plate comprises the following steps: fix the one end of the piece 3 that encorbelments of plane on girder steel 1, fix the banding piece at the other end of the piece 3 that encorbelments of plane according to the structure of 2 sawtooth on steel bar truss floor carrier plate. An inclined support 5 is fixed below the sawtooth salient points, one end of the inclined support 5 is connected with the plane overhanging piece 3, and the other end of the inclined support is connected with the steel beam 1. Lay steel bar truss building carrier plate 2 in the top of girder steel 1, and steel bar truss building carrier plate 2 is located the inboard of banding piece, and steel bar truss building carrier plate 2's lower bottom surface is encorbelmented 3 laminatings with the plane.
In a preferred embodiment, lay steel bar truss building carrier plate 2 in the top of girder steel 1, and steel bar truss building carrier plate 2 is located the inboard of banding piece, and steel bar truss building carrier plate 2's lower bottom surface and plane are encorbelmented 3 and are laminated, still include following step: and concrete 7 is poured in the steel bar truss floor bearing plate 2.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention shall fall within the scope of the claims of the present invention pending from the application.
Claims (5)
1. The utility model provides a strutting arrangement of zigzag steel bar truss floor bearer plate which characterized in that includes: the steel beam (1), the plane cantilever (3), the inclined support (5) and the edge sealing piece;
one end of the plane overhanging piece (3) is fixed on the steel beam (1), and the other end of the plane overhanging piece is connected with the edge sealing piece; the steel bar truss floor bearing plate (2) is arranged above the steel beam (1), and the lower bottom surface of the steel bar truss floor bearing plate (2) is attached to the plane overhanging piece (3); the edge sealing piece is arranged on the outer side of a sawtooth of the steel bar truss floor bearing plate (2), and the structure of the edge sealing piece is matched with that of the sawtooth;
the inclined support (5) is arranged below the sawtooth salient points, one end of the inclined support (5) is connected with the plane cantilever piece (3), and the other end of the inclined support is connected with the steel beam (1);
wherein concrete (7) is poured inside the steel bar truss floor bearing plate (2).
2. The apparatus for supporting a slab of a zigzag steel truss as claimed in claim 1, wherein the edge sealing member comprises: a first edge sealing member (4) and a second edge sealing member (6) which are connected with each other; wherein the first edge sealing piece (4) is connected with the plane overhanging piece (3), and the second edge sealing piece (6) is arranged on the outer side of the sawtooth.
3. The supporting device for the bearing plate of the sawtooth-shaped steel bar truss floor as claimed in claim 1, wherein the steel beam (1) is provided with a connecting lug plate (9), and the inclined strut (5) is connected with the steel beam (1) through the connecting lug plate (9).
4. The supporting device for the bearing plate of the sawtooth-shaped steel bar truss floor as claimed in claim 3, wherein the supporting device for the bearing plate of the sawtooth-shaped steel bar truss floor further comprises a connecting bolt (8), bolt holes are formed in the plane cantilever (3), the two ends of the diagonal brace (5) and the connecting lug plate (9), the bolt holes are connected through the connecting bolt (8), and the two ends of the diagonal brace (5) are respectively connected with the plane cantilever (3) and the connecting lug plate (9).
5. The supporting device for the bearing plate of the zigzag steel bar truss floor as claimed in claim 3, wherein the steel beam (1) is of an I-shaped structure, the steel bar truss floor bearing plate (2) is connected with the upper surface of the upper flange plate of the I-shaped structure, the plane cantilever (3) is connected with the lower surface of the upper flange plate of the I-shaped structure, and the connecting lug plate (9) is fixedly arranged on the upper surface of the lower flange plate of the I-shaped structure and is connected with the web plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120516864.4U CN214835056U (en) | 2021-03-11 | 2021-03-11 | Supporting device for bearing plate of sawtooth-shaped steel bar truss floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120516864.4U CN214835056U (en) | 2021-03-11 | 2021-03-11 | Supporting device for bearing plate of sawtooth-shaped steel bar truss floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214835056U true CN214835056U (en) | 2021-11-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120516864.4U Expired - Fee Related CN214835056U (en) | 2021-03-11 | 2021-03-11 | Supporting device for bearing plate of sawtooth-shaped steel bar truss floor |
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| CN (1) | CN214835056U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113136997A (en) * | 2021-03-11 | 2021-07-20 | 中建一局集团建设发展有限公司 | Supporting device and supporting method for zigzag floor structure |
-
2021
- 2021-03-11 CN CN202120516864.4U patent/CN214835056U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113136997A (en) * | 2021-03-11 | 2021-07-20 | 中建一局集团建设发展有限公司 | Supporting device and supporting method for zigzag floor structure |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211123 |
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| CF01 | Termination of patent right due to non-payment of annual fee |