CN211949122U - Steel bar truss floor support plate - Google Patents
Steel bar truss floor support plate Download PDFInfo
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- CN211949122U CN211949122U CN202020586411.4U CN202020586411U CN211949122U CN 211949122 U CN211949122 U CN 211949122U CN 202020586411 U CN202020586411 U CN 202020586411U CN 211949122 U CN211949122 U CN 211949122U
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Abstract
The utility model relates to a building materials technical field, specifically speaking relates to a steel bar truss building carrier plate. The steel bar truss support plate comprises a support plate, wherein one surface of the support plate is provided with a plurality of steel bar trusses through a detachable assembly part, the other surface of the support plate is fixedly provided with a plurality of support parts, and the end parts of the support parts are provided with connecting parts which can be butted and locked with the support parts on another support plate. When the concatenation construction, support piece on two adjacent bearing plates passes through the connecting piece and docks each other and the lock is located, can play traditional support piece to the supporting plate supporting role, can prevent to produce the dislocation again between the bearing plate of splicing each other, can eliminate the potential safety hazard in the work progress.
Description
Technical Field
The utility model relates to a building materials technical field, specifically speaking relates to a steel bar truss building carrier plate.
Background
In the field of building materials, steel bars are used as an upper chord, a lower chord and web members, trusses which are connected through resistance spot welding are called steel bar trusses, and the steel bar trusses and supporting plates are assembled into an integral combined bearing plate through assembling connecting pieces, which is called a steel bar truss floor supporting plate. The steel bar truss floor support plate realizes mechanized production, is favorable for uniform arrangement intervals of steel bars and uniform thickness of a concrete protective layer, improves construction quality of a floor slab, and can remarkably reduce the quantity of on-site steel bar binding engineering, accelerate construction progress, increase construction safety guarantee and realize civilized construction.
The steel bar truss floor bearing plate comprises a bearing plate, one surface of the bearing plate is provided with a plurality of steel bar trusses through a detachable connecting piece, and the other surface of the bearing plate is fixedly provided with a plurality of supporting pieces. In the prior art, one end of the supporting member 4 fixedly assembled on the supporting plate 3 extends from one side edge of the supporting plate 3, and the supporting members 4 are arranged on the supporting plate 3 in a staggered manner (as shown in fig. 1), or two ends of the supporting member 4 respectively extend from two side edges of the supporting plate 3. In the building construction process, when assembling the steel bar truss floor bearing plate, the side edges of two adjacent bearing plates which are butted are supported in a staggered way by the supporting pieces 4 which extend outwards on the two bearing plates (as shown in figure 2). Both ends of the supporting piece 4 in the prior art are of smooth structures, the purpose of locking and positioning cannot be achieved, the supporting piece 3 can only be supported, dislocation between the mutually spliced supporting plates cannot be prevented, and safety construction is not facilitated.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel bar truss building carrier plate solves above technical problem.
In order to solve the above problems, the utility model adopts the following technical scheme:
the utility model provides a steel bar truss building carrier plate, includes the bearing plate, be equipped with a plurality of steel bar truss through detachable assembly member on the one side of bearing plate, fixed a plurality of support piece of being equipped with on the another side of bearing plate which characterized in that: the end part of the supporting piece is provided with a connecting piece which can be butted and locked with the supporting piece on the other supporting plate.
Preferably, the supporting piece is of an integrated structure, one end of the supporting piece is provided with a first connecting piece, and the other end of the supporting piece is provided with a second connecting piece; when the bearing plates are spliced, the first connecting piece can be butted and locked with the second connecting piece of the supporting piece on the other bearing plate.
Preferably, the supporting part is a two-section split structure and comprises a first supporting part and a second supporting part; a first connecting piece is arranged at one end of the first supporting piece, and a second connecting piece is arranged at one end of the second supporting piece; when the bearing plates are spliced, the first connecting piece can be butted and locked with the second connecting piece of the supporting piece on the other bearing plate.
Preferably, the first connecting piece is a folded plate perpendicular to the supporting piece, and a clamping tongue extending outwards is arranged on the folded plate; the second connecting piece is a folded plate vertical to the supporting piece, and a clamping interface is arranged on the folded plate; when the supporting plates are spliced, the clamping tongue can be butted and locked with the clamping interface of the supporting piece on the other supporting plate.
Preferably, the first connecting piece and the second connecting piece are both step-shaped connecting pieces extending outwards from the end parts of the supporting pieces, and the middle parts of the two connecting pieces are respectively provided with a strip-shaped clamping interface; when the bearing plates are spliced, the first connecting piece can be in butt joint with the second connecting piece of the supporting piece on the other bearing plate through the strip-shaped clamping interface and locked.
Preferably, the first connecting piece and the second connecting piece are L-shaped connecting plates extending outwards from the end part of the supporting piece, and strip-shaped butt joints are respectively arranged at the connecting parts of the two L-shaped connecting plates and the supporting piece; when the bearing plates are spliced, the first connecting piece can be butted and locked with the second connecting piece of the supporting piece on the other bearing plate through the strip-shaped butt joint port.
Preferably, the first connecting piece is an L-shaped connecting plate extending outwards from the end part of the supporting piece, and strip-shaped butt joints are respectively arranged at the connecting parts of the L-shaped connecting plate and the supporting piece; the second connecting piece is a U-shaped connecting plate bent inwards from the end part of the supporting piece; when the supporting plates are spliced, the U-shaped connecting plate can be hooked with the strip-shaped butt joint of the first connecting piece of the supporting piece on the other supporting plate and locked.
Preferably, the first connecting piece is an L-shaped connecting plate which extends outwards from the end part of the supporting piece, and a strip-shaped socket is arranged at the connecting part of the L-shaped connecting plate and the supporting piece; the second connecting piece is an inserting tongue plate extending outwards from the end part of the supporting piece; when the bearing plates are spliced, the insertion tongue plate can be correspondingly inserted into the strip-shaped insertion opening of the first connecting piece of the supporting piece on the other bearing plate and locked.
Preferably, the first connecting piece and the second connecting piece are both L-shaped connecting plates extending outwards from the end parts of the supporting pieces, and the width of each L-shaped connecting plate is half of the width of each supporting piece; the two L-shaped connecting plates are positioned on two different sides of the supporting piece; when the bearing plates are spliced, the first connecting piece is engaged with the second connecting piece of the supporting piece on the other bearing plate in a staggered way and locked.
Has the advantages that: compared with the prior art, steel bar truss building carrier plate when the concatenation is under construction, support piece on two adjacent bearing plates passes through the connecting piece and docks each other and the lock is located, can play traditional support piece to the supporting plate supporting role, can prevent to produce the dislocation again between the bearing plate of concatenation each other, can eliminate the potential safety hazard in the work progress.
Drawings
FIG. 1 is a schematic view of a prior art assembly of a support plate and a support member;
fig. 2 is a schematic view of the assembly of a prior art support plate.
FIG. 3 is a schematic structural view of embodiment 1;
FIG. 4 is a schematic view showing an assembly of a support plate and a support member in embodiment 1;
FIG. 5 is a schematic structural view of a support member in example 1;
FIG. 6 is an assembly view of the support plate and the support member in embodiment 2;
FIG. 7 is a schematic structural view of a support member in embodiment 2;
FIG. 8 is a schematic structural view of a support member according to embodiment 3;
FIG. 9 is a schematic structural view of a support member according to embodiment 4;
FIG. 10 is a schematic view showing the structure of a supporting member in example 5;
FIG. 11 is a schematic structural view of a support member according to embodiment 6;
FIG. 12 is a schematic view showing the structure of a supporting member in example 7;
FIG. 13 is a schematic view showing the structure of a supporting member in embodiment 8;
FIG. 14 is a schematic view showing the structure of a supporting member in example 9;
FIG. 15 is a schematic view showing the structure of a supporting member in example 10;
FIG. 16 is a schematic view showing the structure of a supporting member in example 11;
FIG. 17 is a schematic view of the structure of a support member in example 12;
FIG. 18 is a schematic structural view of a supporting member in example 13;
FIG. 19 is a schematic structural view of a supporting member in example 14.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and the following detailed description.
Example 1:
as shown in fig. 3 to 5, the steel bar truss floor deck according to the present embodiment includes a support plate 3, a plurality of steel bar trusses 1 are assembled on one surface of the support plate 3 through a detachable assembly 2, a plurality of supporting members 4 are fixedly assembled on the other surface of the support plate 3, and the supporting members 4 are uniformly provided with assembly holes 43. The supporting piece 4 is of an integrated structure, a first connecting piece is arranged at one end of the supporting piece, and a second connecting piece is arranged at the other end of the supporting piece; the first connecting piece is a folded plate vertical to one end of the supporting piece 4, a clamping tongue 41A extending outwards is arranged on the folded plate, and the section of the clamping tongue 41A is L-shaped; the second connecting piece is a folded plate perpendicular to the other end of the supporting piece, a clamping interface 42A is arranged on the folded plate, and the clamping interface 42A is square.
During splicing construction, the clamping tongue 41A of the support piece 4 on one support plate 3 is correspondingly clamped into the clamping interface 42A of the support piece on the adjacent support plate, and the support pieces are mutually butted and locked.
Example 2:
as shown in fig. 6 to 7, compared with embodiment 1, the difference between the steel bar truss floor deck of this embodiment is that: the support is a two-section split structure and comprises a first support 41 and a second support 42; a first connecting piece is arranged at one end of the first supporting piece 41, the first connecting piece is a folded plate perpendicular to one end of the first supporting piece 41, a clamping tongue 41A extending outwards is arranged on the folded plate, and the section of the clamping tongue 41A is L-shaped; one of the second supporting piece 42 is provided with a second connecting piece, the second connecting piece is a folded plate perpendicular to the other end of the supporting piece, a clamping interface 42A is arranged on the folded plate, and the clamping interface 42A is square.
During splicing construction, the clamping tongue 41A of the first support member 41 on one of the support plates 3 is correspondingly clamped into the clamping opening 42A of the second support member 42 of the adjacent support plate, and the support plates are butted and locked.
Example 3:
as shown in fig. 8, compared with embodiment 1, the difference of the steel bar truss floor deck of this embodiment is that: the clamping tongue 41A is in a convex shape and extends outwards perpendicular to the folded plate where the clamping tongue is arranged; the shape of the card interface 42A is also in a shape of a Chinese character 'tu'.
During splicing construction, the clamping tongue 41A of the support piece 4 on one support plate 3 is correspondingly inserted into the clamping interface 42A of the support piece on the adjacent support plate, and then is butted and locked after being mutually staggered and occluded.
Example 4:
as shown in fig. 9, compared with embodiment 3, the difference of the steel bar truss floor deck of this embodiment is that: the support is a two-section split structure and comprises a first support 41 and a second support 42.
During splicing construction, the latch tongue 41A of the first support member 41 on one of the support plates 3 is inserted into the latch opening 42A of the second support member 42 on the adjacent support plate, and then is engaged with each other in a staggered manner, and then is butted and locked.
Example 5:
as shown in fig. 10, compared with embodiment 1, the difference of the steel bar truss floor deck of this embodiment is that: the first and second connectors are each step-like connectors extending outwardly from the end of the support 4.
The first connecting piece comprises a first outer step plate 41C and a first inner step plate 41B which is downwards concave, a first strip-shaped clamping interface 41D is arranged at the upper part of the connecting part of the first outer step plate 41C and the first inner step plate 41B, and the length of the first strip-shaped clamping interface 41D is half of the width of the first outer step plate 41C and the first inner step plate 42B; the second connecting piece comprises a second outer step plate 42B and a second inner step plate 42C which is downwards concave, a second strip-shaped clamping interface 42D is arranged at the upper part of the connecting part of the second outer step plate 42B and the second inner step plate 42C, and the length of the second strip-shaped clamping interface 42D is half of the width of the second outer step plate 42B and the second inner step plate 42C.
During splicing construction, the first connecting piece of the supporting piece 4 on one supporting plate 3 and the second connecting piece of the supporting piece on the adjacent supporting plate are in staggered occlusion through the strip-shaped clamping interfaces to complete butt joint and locking.
Example 6:
as shown in fig. 11, compared with embodiment 5, the difference of the steel bar truss floor deck of this embodiment is that: the support 4 is a two-segment structure, and includes a first support 41 and a second support 42.
During splicing construction, the first connecting piece of the first supporting piece 41 on one supporting plate 3 and the second connecting piece of the second supporting piece 42 on the adjacent supporting plate 3 are engaged in a staggered manner through the strip-shaped clamping interfaces to complete butt joint and locking.
Example 7:
as shown in fig. 12, compared with embodiment 5, the difference of the steel bar truss floor deck of this embodiment is that: the first and second connectors are each an L-shaped web 44 extending outwardly from the end of the support 4. The parts of the two L-shaped connecting plates 44 connected with the support 4 are respectively provided with strip-shaped butt-joint ports 44A, the opening directions of the two strip-shaped butt-joint ports 44A are opposite, and the lengths of the two strip-shaped butt-joint ports are half of the width of the L-shaped connecting plates 44.
During splicing construction, the first connecting piece of the supporting piece 4 on one supporting plate 3 is butted and locked with the second connecting piece of the supporting piece 4 on the adjacent supporting plate through the staggered engagement of the strip-shaped butting ports 44A.
Example 8:
as shown in fig. 13, compared with embodiment 7, the difference of the steel bar truss floor deck of this embodiment is that: the support 4 is a two-segment structure, and includes a first support 41 and a second support 42.
During splicing construction, the first connecting piece of the first supporting piece 41 on one supporting plate 3 is engaged with the second connecting piece of the second supporting piece 42 on the adjacent supporting plate 3 in a staggered manner through the strip-shaped abutting joint 44A to complete abutting joint and locking.
Example 9:
as shown in fig. 14, compared with embodiment 7, the difference of the steel bar truss floor deck of this embodiment is that: the first connecting piece is an L-shaped connecting plate 44 extending outwards from one end of the support piece 4, and strip-shaped butt-joint ports 44A are respectively arranged at the connecting parts of the L-shaped connecting plate 44 and the support piece 4; the second connecting piece is a U-shaped connecting plate 46 bent inwards from the other end of the supporting piece 4; the strip-shaped docking port 44A and the U-shaped connecting plate 46 are the same length and are each half the width of the support 4.
During splicing construction, the U-shaped connecting plate 46 of the supporting piece 4 on one supporting plate 3 is hooked on the strip-shaped butt joint port 44A of the L-shaped connecting plate 44 of the supporting piece 4 on the adjacent supporting plate to complete butt joint and lock.
Example 10:
as shown in fig. 15, compared with embodiment 9, the difference of the steel bar truss floor deck of this embodiment is that: the support 4 is a two-segment structure, and includes a first support 41 and a second support 42. One end of the first supporting piece 41 is provided with an L-shaped connecting plate 44 extending outwards, and the parts of the L-shaped connecting plate 44 connected with the first supporting piece 41 are respectively provided with a strip-shaped butt joint port 44A; one end of the second supporting member 42 is provided with an inwardly bent U-shaped connecting plate 46.
During splicing construction, the U-shaped connecting plate 46 of the second supporting piece 42 on one supporting plate 3 is hooked on the strip-shaped butt joint port 44A of the L-shaped connecting plate 44 of the first supporting piece 41 on the adjacent supporting plate to complete butt joint and lock.
Example 11:
as shown in fig. 16, compared with embodiment 7, the difference of the steel bar truss floor deck of this embodiment is that: the first connecting piece is an L-shaped connecting plate 44 extending outwards from one end of the support piece 4, and a strip-shaped inserting port 44B is arranged in the middle of the connecting part of the L-shaped connecting plate 44 and the support piece 4; the second connecting piece is an inserting tongue plate 45 which extends outwards from the middle part of the other end of the supporting piece 4; the width of the plug tongue 45 corresponds to the length of the strip-shaped plug socket 44B.
During splicing construction, the splicing tongue plate 45 of the supporting piece 4 on one supporting plate 3 is spliced with the strip-shaped splicing opening 44B of the L-shaped connecting plate 44 of the supporting piece 4 on the adjacent supporting plate to complete butt joint and locking.
Example 12:
as shown in fig. 17, compared with embodiment 11, the difference of the steel bar truss floor deck of this embodiment is that: the support 4 is a two-segment structure, and includes a first support 41 and a second support 42. An inserting tongue plate 45 extending outwards is arranged in the middle of one end of the first supporting piece 41; one end of the second supporting piece 42 is provided with an L-shaped connecting plate 44 extending outwards, and the middle part of the connecting part of the L-shaped connecting plate 44 and the supporting piece 4 is provided with a strip-shaped socket 44B; the width of the plug tongue 45 corresponds to the length of the strip-shaped plug socket 44B.
During the splicing construction, the insertion tongue plate 45 of the first support 41 on one support plate 3 is inserted into the strip-shaped insertion opening 44B of the L-shaped connecting plate 44 of the second support 42 on the adjacent support plate, so as to complete the butt joint and the locking.
Example 13:
as shown in fig. 18, compared with embodiment 7, the difference of the steel bar truss floor deck of this embodiment is that: the first connecting piece and the second connecting piece are both L-shaped connecting plates 44 extending outwards from the end parts of the supporting pieces 4, and the width of each L-shaped connecting plate 44 is half of that of each supporting piece 4; two L-shaped webs 44 are located on different sides of the support 4.
During splicing construction, the first connecting piece of the supporting piece 4 on one supporting plate 3 is in staggered engagement with the second connecting piece of the supporting piece 4 on the adjacent supporting plate 3 to complete butt joint and locking.
Example 14:
as shown in fig. 19, compared with embodiment 13, the difference of the steel bar truss floor deck of this embodiment is that: the support 4 is a two-segment structure, and includes a first support 41 and a second support 42. The outer ends of the first support 41 and the second support 42 are provided with L-shaped connecting plates 44 extending outwards.
During splicing construction, the L-shaped connecting plate 44 of the first support 41 on one support plate 3 is engaged with the L-shaped connecting plate 44 of the second support 42 on the adjacent support plate 3 in a staggered manner to complete butt joint and locking.
The above is only the embodiment of the present invention, not so limit on the other hand through the patent scope of the present invention, all utilize the equivalent structure made in the specification and the attached drawings, directly or indirectly apply to other related technical fields, all with the same principle within the patent protection scope of the present invention.
Claims (9)
1. The utility model provides a steel bar truss building carrier plate, includes the bearing plate, be equipped with a plurality of steel bar truss through detachable assembly member on the one side of bearing plate, fixed a plurality of support piece of being equipped with on the another side of bearing plate which characterized in that: the end part of the supporting piece is provided with a connecting piece which can be butted and locked with the supporting piece on the other supporting plate.
2. The steel bar truss floor deck according to claim 1, wherein: the supporting piece is of an integrated structure, a first connecting piece is arranged at one end of the supporting piece, and a second connecting piece is arranged at the other end of the supporting piece; when the bearing plates are spliced, the first connecting piece can be butted and locked with the second connecting piece of the supporting piece on the other bearing plate.
3. The steel bar truss floor deck according to claim 1, wherein: the supporting piece is of a two-section split structure and comprises a first supporting piece and a second supporting piece; a first connecting piece is arranged at one end of the first supporting piece, and a second connecting piece is arranged at one end of the second supporting piece; when the bearing plates are spliced, the first connecting piece can be butted and locked with the second connecting piece of the supporting piece on the other bearing plate.
4. The steel bar truss floor deck according to claim 2 or 3, wherein: the first connecting piece is a folded plate vertical to the supporting piece, and a clamping tongue extending outwards is arranged on the folded plate; the second connecting piece is a folded plate vertical to the supporting piece, and a clamping interface is arranged on the folded plate; when the supporting plates are spliced, the clamping tongue can be butted and locked with the clamping interface of the supporting piece on the other supporting plate.
5. The steel bar truss floor deck according to claim 2 or 3, wherein: the first connecting piece and the second connecting piece are step-shaped connecting pieces which extend outwards from the end parts of the supporting pieces, and the middle parts of the two connecting pieces are respectively provided with a strip-shaped clamping interface; when the bearing plates are spliced, the first connecting piece can be in butt joint with the second connecting piece of the supporting piece on the other bearing plate through the strip-shaped clamping interface and locked.
6. The steel bar truss floor deck according to claim 2 or 3, wherein: the first connecting piece and the second connecting piece are L-shaped connecting plates which extend outwards from the end part of the supporting piece, and strip-shaped butt joints are respectively arranged at the connecting parts of the two L-shaped connecting plates and the supporting piece; when the bearing plates are spliced, the first connecting piece can be butted and locked with the second connecting piece of the supporting piece on the other bearing plate through the strip-shaped butt joint port.
7. The steel bar truss floor deck according to claim 2 or 3, wherein: the first connecting piece is an L-shaped connecting plate which extends outwards from the end part of the supporting piece, and strip-shaped butt joints are respectively arranged at the connecting parts of the L-shaped connecting plate and the supporting piece; the second connecting piece is a U-shaped connecting plate bent inwards from the end part of the supporting piece; when the supporting plates are spliced, the U-shaped connecting plate can be hooked with the strip-shaped butt joint of the first connecting piece of the supporting piece on the other supporting plate and locked.
8. The steel bar truss floor deck according to claim 2 or 3, wherein: the first connecting piece is an L-shaped connecting plate which extends outwards from the end part of the supporting piece, and a strip-shaped inserting port is arranged at the connecting part of the L-shaped connecting plate and the supporting piece; the second connecting piece is an inserting tongue plate extending outwards from the end part of the supporting piece; when the bearing plates are spliced, the insertion tongue plate can be correspondingly inserted into the strip-shaped insertion opening of the first connecting piece of the supporting piece on the other bearing plate and locked.
9. The steel bar truss floor deck according to claim 2 or 3, wherein: the first connecting piece and the second connecting piece are both L-shaped connecting plates extending outwards from the end parts of the supporting pieces, and the width of each L-shaped connecting plate is half of that of each supporting piece; the two L-shaped connecting plates are positioned on two different sides of the supporting piece; when the bearing plates are spliced, the first connecting piece is engaged with the second connecting piece of the supporting piece on the other bearing plate in a staggered way and locked.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020586411.4U CN211949122U (en) | 2020-04-20 | 2020-04-20 | Steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020586411.4U CN211949122U (en) | 2020-04-20 | 2020-04-20 | Steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211949122U true CN211949122U (en) | 2020-11-17 |
Family
ID=73165562
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020586411.4U Expired - Fee Related CN211949122U (en) | 2020-04-20 | 2020-04-20 | Steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211949122U (en) |
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2020
- 2020-04-20 CN CN202020586411.4U patent/CN211949122U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201117 |