CN211228954U - Steel bar truss concrete composite heat insulation structure - Google Patents
Steel bar truss concrete composite heat insulation structure Download PDFInfo
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- CN211228954U CN211228954U CN201921649987.4U CN201921649987U CN211228954U CN 211228954 U CN211228954 U CN 211228954U CN 201921649987 U CN201921649987 U CN 201921649987U CN 211228954 U CN211228954 U CN 211228954U
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- connecting block
- steel bar
- reinforcing bar
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- concrete composite
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Abstract
The utility model provides a steel bar truss concrete composite insulation structure. The steel bar truss concrete composite heat insulation structure comprises: a shear wall; the heat insulation layer is arranged on one side of the shear wall; the concrete layer, the concrete layer set up in one side of heat preservation, the inside on concrete layer is provided with the reinforcing bar net, the reinforcing bar net includes horizontal reinforcing bar and vertical reinforcing bar, horizontal reinforcing bar with vertical reinforcing bar passes through connection structure cross connection, connection structure includes first connecting block and second connecting block. The utility model provides a steel bar truss concrete composite insulation structure through first connecting block and the connection of second connecting block between to the reinforcing bar, guarantees the stability of connecting between the reinforcing bar, has avoided not hard up between the reinforcing bar, reduces follow-up insulation construction quality, has also avoided the salient between the reinforcing bar moreover, has influenced the pleasing to the eye of wall body, further improves the steadiness between the reinforcing bar net.
Description
Technical Field
The utility model relates to a reinforcing bar field especially relates to a steel bar truss concrete composite insulation structure.
Background
The reinforcing mesh is also called welded reinforcing mesh, welded reinforcing mesh sheet, reinforcing mesh sheet and the like, and is a mesh sheet formed by welding longitudinal reinforcing bars and transverse reinforcing bars which are arranged at certain intervals and form right angles with each other and all cross points.
In the middle of the real life, there is certain shortcoming in current steel bar truss concrete composite insulation structure, for example reinforcing bar net among the current concrete composite insulation structure twines and fixes only through the iron wire, has certain mobility, does not have the location between horizontal reinforcing bar and the vertical reinforcing bar, and the steadiness is relatively poor moreover, so that when pouring, takes place the obscission between reinforcing bar and the reinforcing bar, has influenced the quality of back heat preservation wallboard, has influenced its aesthetic property.
Therefore, it is necessary to provide a steel bar truss concrete composite insulation structure to solve the above technical problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a steel bar truss concrete composite insulation structure has solved the location that does not have between horizontal reinforcing bar and the longitudinal reinforcement, the relatively poor problem of steadiness moreover.
In order to solve the technical problem, the utility model provides a steel bar truss concrete composite insulation structure includes:
a shear wall;
the heat insulation layer is arranged on one side of the shear wall;
the concrete layer is arranged on one side of the heat preservation layer, a reinforcing mesh is arranged inside the concrete layer and comprises transverse reinforcing steel bars and longitudinal reinforcing steel bars, the transverse reinforcing steel bars and the longitudinal reinforcing steel bars are connected in a cross mode through a connecting structure, the connecting structure comprises a first connecting block and a second connecting block, and storage grooves are formed in one side of the first connecting block and one side of the second connecting block;
the steel bar truss is arranged on one side of the steel bar mesh;
the decorative layer is arranged on one side of the concrete layer.
Preferably, connecting holes are formed in one sides of the first connecting block and the second connecting block, the storage groove is matched with the transverse reinforcing steel bars and the longitudinal reinforcing steel bars, and the connecting holes of the first connecting block and the connecting holes of the second connecting block are wound by iron wires.
Preferably, the number of the connecting holes is four, and every two connecting holes are formed in two sides of the top and two sides of the bottom of the first connecting block and the second connecting block;
first connecting block and second connecting block all are provided with four connecting holes, are convenient for insert the inside of connecting hole through the iron wire, connect first connecting block and second connecting block, accomplish the connection to horizontal reinforcing bar and vertical reinforcing bar.
Preferably, the number of the longitudinal steel bars and the number of the transverse steel bars are seven, and the number of the connecting structures is forty-nine;
seven transverse steel bars and seven longitudinal steel bars are arranged in a crossed and equidistant mode, and the contact positions of each transverse steel bar and each longitudinal steel bar are connected through a connecting structure, so that the stability of the reinforcing mesh is effectively improved.
Preferably, the steel bar truss comprises fixed steel bars, a V-shaped frame is arranged on the outer surface of each fixed steel bar, one side of the V-shaped frame is welded to one side of the steel bar net, and a limiting block is fixedly connected between the top and the bottom of the inner wall of the V-shaped frame.
Preferably, one side of the limiting block is fixedly connected with a connecting frame, and the other side of the connecting frame is welded to one side of the reinforcing mesh.
Preferably, the top and the bottom of one side of the limiting block are both welded with stabilizer bars, and the other ends of the two stabilizer bars are arranged at the top and the bottom of the inner wall of the V-shaped frame.
Compared with the prior art, the utility model provides a steel bar truss concrete composite insulation structure has following beneficial effect:
the utility model provides a reinforced truss concrete composite heat preservation structure, which is characterized in that a plurality of longitudinal steel bars are placed in storage grooves on a plurality of second connecting blocks, and the number of the second connecting blocks is set according to the number of actual transverse steel bars;
after placing, place the back again with horizontal reinforcement on the longitudinal reinforcement, and the position of the contact between horizontal reinforcement and the longitudinal reinforcement is in directly over the second connecting block, after finishing, cover first connecting block on the second connecting block again, at this moment, just accomplish the connection between horizontal reinforcement and the longitudinal reinforcement, pass corresponding connecting hole with the iron wire again, twine the both ends of iron wire again and tie a knot, form the reinforcing bar net, through first connecting block and second connecting block to the connection between the reinforcing bar, guarantee the stability of connecting between the reinforcing bar, the not hard up between the reinforcing bar has been avoided, reduce follow-up insulation construction quality, and also avoided outstanding between the reinforcing bar, influence pleasing to the eye, further improve the steadiness between the reinforcing bar net.
Drawings
Fig. 1 is a schematic structural view of a preferred embodiment of the steel bar truss concrete composite insulation structure provided by the present invention;
fig. 2 is a side view of the structure of the mesh reinforcement shown in fig. 1;
fig. 3 is a schematic structural view of the steel bar truss shown in fig. 1;
FIG. 4 is a structural side view of the connection shown in FIG. 2;
fig. 5 is a structural side view of the first connection block shown in fig. 4.
Reference numbers in the figures: 1. the shear wall comprises a shear wall body, 2, a heat insulation layer, 3, a concrete layer, 4, a reinforcing mesh, 41, transverse reinforcing steel bars, 42, longitudinal reinforcing steel bars, 5, a connecting structure, 51, a first connecting block, 52, a second connecting block, 53, a storage groove, 54, connecting holes, 55, iron wires, 6, a reinforcing steel bar truss, 61, fixed reinforcing steel bars, 62, V-shaped frames, 63, limiting blocks, 64, connecting frames, 65, stabilizing bars, 7 and a decorative layer.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and embodiments.
Please refer to fig. 1, fig. 2, fig. 3, fig. 4 and fig. 5 in combination, wherein fig. 1 is a schematic structural view of a preferred embodiment of a steel bar truss concrete composite insulation structure provided by the present invention; fig. 2 is a side view of the structure of the mesh reinforcement shown in fig. 1; fig. 3 is a schematic structural view of the steel bar truss shown in fig. 1; FIG. 4 is a structural side view of the connection shown in FIG. 2; fig. 5 is a structural side view of the first connection block shown in fig. 4. The steel bar truss concrete composite heat preservation structure includes:
a shear wall 1;
the heat insulation layer 2 is arranged on one side of the shear wall 1;
the concrete layer 3 is arranged on one side of the heat insulation layer 2, a reinforcing mesh 4 is arranged inside the concrete layer 3, the reinforcing mesh 4 comprises transverse reinforcing steel bars 41 and longitudinal reinforcing steel bars 42, the transverse reinforcing steel bars 41 and the longitudinal reinforcing steel bars 42 are in cross connection through a connecting structure 5, the connecting structure 5 comprises a first connecting block 51 and a second connecting block 52, and storage grooves 53 are formed in one side of the first connecting block 51 and one side of the second connecting block 52;
the steel bar truss 6 is arranged on one side of the steel bar mesh 4;
and the decorative layer 7 is arranged on one side of the concrete layer 3.
In the embodiment, the heat-insulating layer is used for improving the heat-insulating property of the wallboard, improving the functions of the wallboard and meeting the use requirements of different positions;
Connecting holes 54 are formed in one sides of the first connecting block 51 and the second connecting block 52, the storage groove 53 is matched with the transverse reinforcing steel bar 41 and the longitudinal reinforcing steel bar 42, and the connecting holes 54 of the first connecting block 51 and the connecting holes 54 of the second connecting block 52 are wound by iron wires 55.
The number of the connecting holes 54 is four, and two connecting holes are formed in the two sides of the top and the two sides of the bottom of the first connecting block 51 and the second connecting block 52;
first connecting block 51 and second connecting block 52 all are provided with four connecting holes, are convenient for insert the inside of connecting hole 54 through iron wire 55, connect first connecting block 51 and second connecting block 52, accomplish the connection to horizontal reinforcing bar 41 and longitudinal reinforcement 42, and first connecting block 51 and second connecting block 52 are alternately put, are convenient for place horizontal reinforcing bar 41 and longitudinal reinforcement 42.
The number of the longitudinal steel bars 42 and the number of the transverse steel bars 41 are both seven, and the number of the connecting structures 5 is forty-nine, wherein the number of the longitudinal steel bars 42 and the number of the transverse steel bars 41 are preferably seven, and can also be set according to the actual situation, and the number of the connecting structures 5 can also be set according to the actual situation;
seven transverse steel bars 41 and seven longitudinal steel bars 42 are arranged in a crossed and equidistant mode, and the contact positions of each transverse steel bar 41 and each longitudinal steel bar 42 are connected through the connecting structure 5, so that the stability of the steel bar net 4 is effectively improved, and the arrangement attractiveness of the transverse steel bars 41 and the longitudinal steel bars 42 is improved.
The steel bar truss 6 includes fixed steel bar 61, the surface of fixed steel bar 61 is provided with V type frame 62, one side of V type frame 62 weld in one side of reinforcing bar net 4, fixedly connected with stopper 63 between the top of the inner wall of V type frame 62 and the bottom is favorable to the reinforcing bar to arrange the even, the concrete protection layer thickness of interval unanimous, has improved the construction quality of floor, and assembled steel bar truss floor carrier plate can show and reduce on-the-spot reinforcement engineering volume for the construction progress.
One side of the limiting block 63 is fixedly connected with a connecting frame 64, and the other side of the connecting frame 64 is welded to one side of the reinforcing mesh 4.
The utility model provides a steel bar truss concrete composite insulation structure's theory of operation as follows:
s1, placing a plurality of longitudinal steel bars 42 in storage grooves of a plurality of second connecting blocks 52, and setting the number of the second connecting blocks 52 according to the number of the actual transverse steel bars 41;
s2, after the placement, placing the transverse reinforcement 41 on the longitudinal reinforcement 42, and the contact position between the transverse reinforcement 10 and the longitudinal reinforcement 42 is right above the second connecting block 52, after the completion, covering the first connecting block 51 on the second connecting block 52, and at this time, completing the connection between the transverse reinforcement 41 and the longitudinal reinforcement 42, passing the iron wire 55 through the corresponding connecting hole 54, and then winding and knotting the two ends of the iron wire 55 to form the reinforcement mesh 4;
s3, welding the steel bar truss 6 on the steel bar net 4, placing the steel bar net 4 with the steel bar truss 6 welded in the mould, and pouring concrete into the mould, so as to manufacture the concrete layer 3.
Compared with the prior art, the utility model provides a steel bar truss concrete composite insulation structure has following beneficial effect:
placing a plurality of longitudinal steel bars 42 in storage grooves of a plurality of second connecting blocks 52, and setting the number of the second connecting blocks 52 according to the number of the actual transverse steel bars 41;
after the placement, the transverse steel bars 41 are placed on the longitudinal steel bars 42, the contact positions between the transverse steel bars 10 and the longitudinal steel bars 42 are positioned right above the second connecting blocks 52, after the placement, the first connecting blocks 51 are covered on the second connecting blocks 52, at this time, the connection between the transverse steel bars 41 and the longitudinal steel bars 42 is completed, the iron wires 55 penetrate through the corresponding connecting holes 54, the two ends of the iron wires 55 are wound and knotted to form the steel bar net 4, the connection between the steel bars is ensured through the first connecting blocks and the second connecting blocks, the looseness between the steel bars is avoided, the quality of a subsequent heat insulation structure is reduced, the protrusion between the steel bars is also avoided, the attractiveness is influenced, and the stability between the steel bar nets is further improved.
The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a steel bar truss concrete composite insulation structure which characterized in that includes:
a shear wall;
the heat insulation layer is arranged on one side of the shear wall;
the concrete layer is arranged on one side of the heat preservation layer, a reinforcing mesh is arranged inside the concrete layer and comprises transverse reinforcing steel bars and longitudinal reinforcing steel bars, the transverse reinforcing steel bars and the longitudinal reinforcing steel bars are connected in a cross mode through a connecting structure, the connecting structure comprises a first connecting block and a second connecting block, and storage grooves are formed in one side of the first connecting block and one side of the second connecting block;
the steel bar truss is arranged on one side of the steel bar mesh;
the decorative layer is arranged on one side of the concrete layer.
2. The reinforced truss concrete composite heat-insulating structure as claimed in claim 1, wherein one side of the first connecting block and one side of the second connecting block are both provided with connecting holes, the storage groove is matched with the transverse reinforcing steel bars and the longitudinal reinforcing steel bars, and the connecting holes of the first connecting block and the connecting holes of the second connecting block are wound by iron wires.
3. The reinforced truss concrete composite heat insulation structure as claimed in claim 2, wherein the number of the connection holes is four, and two connection holes are opened on both sides of the top and both sides of the bottom of the first connection block and the second connection block.
4. The reinforced truss concrete composite thermal insulation structure as claimed in claim 1, wherein the number of the longitudinal reinforcing bars and the number of the transverse reinforcing bars are each seven, and the number of the connection structures is forty-nine.
5. The steel-bar truss concrete composite thermal insulation structure according to claim 1, wherein the steel-bar truss comprises a fixed steel bar, a V-shaped frame is arranged on the outer surface of the fixed steel bar, one side of the V-shaped frame is welded on one side of the steel bar mesh, and a limiting block is fixedly connected between the top and the bottom of the inner wall of the V-shaped frame.
6. The steel-reinforced truss concrete composite thermal insulation structure as claimed in claim 5, wherein a connection frame is fixedly connected to one side of the limiting block, and the other side of the connection frame is welded to one side of the steel bar mesh.
7. The reinforced truss concrete composite thermal insulation structure as claimed in claim 5, wherein stabilizer bars are welded to the top and the bottom of one side of the limiting block, and the other ends of the two stabilizer bars are disposed at the top and the bottom of the inner wall of the V-shaped frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921649987.4U CN211228954U (en) | 2019-09-30 | 2019-09-30 | Steel bar truss concrete composite heat insulation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921649987.4U CN211228954U (en) | 2019-09-30 | 2019-09-30 | Steel bar truss concrete composite heat insulation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211228954U true CN211228954U (en) | 2020-08-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921649987.4U Expired - Fee Related CN211228954U (en) | 2019-09-30 | 2019-09-30 | Steel bar truss concrete composite heat insulation structure |
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| Country | Link |
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| CN (1) | CN211228954U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411922A (en) * | 2020-12-07 | 2021-02-26 | 张光强 | Building outer wall concrete insulation board and preparation process thereof |
-
2019
- 2019-09-30 CN CN201921649987.4U patent/CN211228954U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411922A (en) * | 2020-12-07 | 2021-02-26 | 张光强 | Building outer wall concrete insulation board and preparation process thereof |
| CN112411922B (en) * | 2020-12-07 | 2021-11-30 | 青岛胶州湾建设集团有限公司 | Building outer wall concrete insulation board and preparation process thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200811 Termination date: 20210930 |
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| CF01 | Termination of patent right due to non-payment of annual fee |