CN219671765U - Steel structure wall based on steel mesh dismantling-free formwork constraint concrete composite wall - Google Patents
Steel structure wall based on steel mesh dismantling-free formwork constraint concrete composite wall Download PDFInfo
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- CN219671765U CN219671765U CN202321234774.1U CN202321234774U CN219671765U CN 219671765 U CN219671765 U CN 219671765U CN 202321234774 U CN202321234774 U CN 202321234774U CN 219671765 U CN219671765 U CN 219671765U
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- wall
- stirrup
- pair
- frame column
- concrete composite
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 47
- 239000010959 steel Substances 0.000 title claims abstract description 47
- 239000002131 composite material Substances 0.000 title claims abstract description 18
- 238000009415 formwork Methods 0.000 title claims abstract description 17
- 238000009413 insulation Methods 0.000 claims abstract description 8
- 239000006260 foam Substances 0.000 claims description 23
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 238000010276 construction Methods 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 238000004321 preservation Methods 0.000 description 6
- 239000000047 product Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to the technical field of building structures, and particularly relates to a steel structure wall based on a steel mesh dismantling-free formwork constraint concrete composite wall, which comprises a frame column and a heat insulation plate, wherein the steel structure wall further comprises a wall base, the wall base is fixedly connected with the ground, the frame column is anchored with the wall base by means of stirrups, one end of each stirrup is fixedly connected with the frame column, the other end of each stirrup is anchored into the wall base, and the heat insulation plate is fixed above the wall base and is fixed with the wall base. According to the utility model, the wall base made of the concrete with higher strength is additionally arranged at the bottom of the heat-insulating plate, so that the problem that the bottom of the heat-insulating plate is easy to damage and water seepage is avoided.
Description
Technical Field
The utility model belongs to the technical field of building structures, and particularly relates to a steel structure wall based on a steel mesh dismantling-free formwork constraint concrete composite wall.
Background
In the existing workshop building structure, in order to save construction cost, a wall structure of the workshop building structure generally adopts a frame column and a heat-insulating plate, wherein an I-shaped steel column is used for supporting a house structure, and the heat-insulating plate is used for shielding, indoor heat insulation and sound insulation.
However, most of the heat preservation boards are foam color steel plates, the heat preservation boards are light in texture and low in strength, more sundries or products can be stacked on the edges of the inner walls of workshops, so that the sundries or products can collide with the bottoms of the heat preservation boards frequently, the bottoms of the heat preservation boards can be damaged and loopholes appear, accumulated water can permeate into workshops when raining, and the sundries or products are soaked, so that large economic losses are generated.
Disclosure of Invention
In order to solve the problems in the prior art, the utility model provides a steel structure wall based on a steel mesh dismantling-free template constraint concrete composite wall, and the problem that water seepage is caused by easy damage of the bottom of a heat preservation plate is solved by additionally arranging a wall seat made of a concrete material with higher strength at the bottom of the heat preservation plate.
The utility model adopts the specific technical scheme that:
the utility model provides a steel construction wall body based on steel mesh exempts from to unpick template constraint concrete composite wall, includes frame post and heated board, steel construction wall body still includes the wall seat, wall seat and ground fixed connection, the frame post is with the help of stirrup and wall seat anchor, stirrup one end and frame post fixed connection, in the wall seat was gone into to the anchor of stirrup other end, the heated board is fixed in wall seat top and is fixed with the wall seat.
The wall base comprises two structural layers of a core plate and a clamping core plate, and the stirrups penetrate through one structural layer and the core plate and are anchored into the other structural layer.
The stirrup is the U type, the stirrup includes horizontal portion and is located horizontal portion both ends and a pair of vertical portion with horizontal portion vertically, the horizontal portion and the frame post surface welding of stirrup, the vertical portion anchor of stirrup is gone into in the wall seat.
The stirrup is the pole structure, frame post side is provided with a pair of through-hole, a pair of through-hole is fixed with the stirrup of anchor income wall seat respectively.
The stirrup is L type, frame post side is provided with a pair of through-hole, a pair of through-hole is fixed with the stirrup respectively, the stirrup anchor is gone into the wall seat and is close to the structural layer folding in frame post one side and extend, and the stirrup in a pair of through-hole is folding dorsad in the wall seat.
The stirrup comprises a pair of parallel rod-shaped connecting parts and a fixing part vertically connected with the pair of connecting parts, a pair of through holes are formed in the side face of the frame column, the pair of connecting parts of the stirrup penetrate through the pair of through holes and are fixed with the frame column, the fixing part of the stirrup is anchored into a structural layer of a wall base, which is close to one side of the frame column, and the fixing part is parallel to the direction of the structural layer.
And the stirrups are welded and fixed with the through holes.
The stirrup is provided with the screw thread, the screw thread is located between frame post and the through-hole, still be provided with on the stirrup with screw thread matched nut, the nut hinders the stirrup to break away from the frame post.
The heat insulation board comprises a foam layer and two reinforcing layers for clamping the foam layer, wherein the foam layer is fixedly overlapped with a wall base, and the reinforcing layer close to one side of the outdoor of the two reinforcing layers protrudes out of the edge of the wall base.
The two reinforcing layers of the foam layer and the clamping foam layer are fixed by means of U-shaped connecting ribs, the connecting ribs penetrate through the foam layer, and two ends of the connecting ribs are anchored into the two reinforcing layers respectively.
The beneficial effects of the utility model are as follows:
according to the utility model, the wall base made of concrete with higher strength is additionally arranged at the bottom of the heat-insulating plate, the problem that water seepage is caused by the fact that the bottom of the heat-insulating plate is easy to damage is avoided, the wall base and the frame column are anchored, the wall base and the frame column can be integrated by means of the stirrups, the integrity between the wall base and the frame column is improved, the firm frame column supports and fixes the wall base, and the resistance of workshops to natural disasters such as strong wind is improved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic structural diagram of embodiment 1;
FIG. 3 is a schematic structural view of embodiment 2;
fig. 4 is a schematic structural diagram of embodiment 2 using nut connection and fixation;
FIG. 5 is a schematic structural view of embodiment 3;
FIG. 6 is a schematic view of a structure of embodiment 3 using nuts for connection and fixation;
fig. 7 is a schematic structural view of embodiment 4;
FIG. 8 is a schematic view of a structure of an embodiment 4 using a nut for connection and fixation;
in the attached drawings, 1, a frame column, 2, a wall base, 3, stirrups, 4, a core plate, 5, a structural layer, 6, nuts, 7, a foam layer, 8, a reinforcing layer, 9 and connecting ribs.
Detailed Description
The utility model is further described with reference to the accompanying drawings and specific examples:
the utility model provides a steel construction wall body based on steel mesh exempts from to unpick template constraint concrete composite wall, includes frame post 1 and heated board, steel construction wall body still includes wall seat 2, wall seat 2 and ground fixed connection, frame post 1 is with the help of stirrup 3 and wall seat 2 anchor, stirrup 3 one end and frame post 1 fixed connection, in the wall seat 2 is gone into to the anchor of stirrup 3 other end, the heated board is fixed in wall seat 2 top and is fixed with wall seat 2.
In the embodiment 1, as shown in fig. 1-2, as the wall body of the existing workshop mostly adopts a heat-insulating plate with lower strength, the heat-insulating plate can collide with the bottom of the heat-insulating plate in the process of stacking sundries or products, so that the heat-insulating plate is damaged, the wall seat 2 with higher strength is additionally arranged at the bottom of the heat-insulating plate, and the wall seat 2 and the frame column 1 are anchored, so that the problem of water seepage caused by easy damage of the bottom of the heat-insulating plate is avoided, the wall seat 2 and the frame column 1 can be integrated by the stirrups 3, the integrity between the wall seat 2 and the frame column 1 is improved, the firm frame column 1 supports and fixes the wall seat 2, and the resistance of the workshop to natural disasters such as strong wind is improved.
As shown in fig. 1-2, the wall base 2 comprises a core plate 4 and two layers of structural layers 5 for clamping the core plate 4, the stirrups 3 penetrate through one layer of structural layers 5 and the core plate 4 and are anchored into the other layer of structural layers 5, the wall body is a steel mesh non-dismantling formwork constraint concrete composite wall, the steel mesh formworks for constraining and casting concrete are added on two sides of the wall body, the hole spacing of the steel mesh formworks is small, casting and molding of the concrete of the structural layers 5 are facilitated, meanwhile, the steel mesh formworks do not need to be dismantled, the steel mesh formworks are integrated with the concrete after the concrete is dried, the strength of the wall body is improved without time consumption for disassembly and assembly, in addition, the core plate 4 inside the wall base 2 is made of heat-insulating materials, a cold bridge is avoided, the heat inside a house is guaranteed not to be lost to the outside, and the purpose of reducing energy consumption is achieved.
As shown in fig. 1, the insulation board comprises a foam layer 7 and two reinforcing layers 8 for clamping the foam layer 7, wherein the foam layer 7 is fixedly overlapped with the wall base 2, the reinforcing layer 8 close to one side of the outdoor space among the two reinforcing layers 8 protrudes out of the edge of the wall base 2, the reinforcing layer 8 forms a skirt edge above the wall base 2, when raining, rainwater on the roof directly falls to the ground along the reinforcing layer 8, and does not flow to the wall base 2, so that the contact between the wall base 2 and the rainwater is reduced, and the service life of the wall base 2 is prolonged.
As shown in fig. 1, the foam layer 7 and the two reinforcing layers 8 for clamping the foam layer 7 are fixed by means of a U-shaped connecting rib 9, the connecting rib 9 penetrates through the foam layer 7, two ends of the connecting rib 9 are respectively anchored into the two reinforcing layers 8, and the foam layer 7 and the reinforcing layers 8 of the heat insulation board sold in the market at present are in a bonding mode, so that the connecting strength is poor, and the connecting rib 9 is used for reinforcing the foam layer 7 and the reinforcing layers 8, so that the connecting strength and the integrity between the foam layer 7 and the reinforcing layers 8 are improved.
As shown in fig. 1-2, the stirrup 3 is U-shaped, the stirrup 3 includes a transverse portion and a pair of vertical portions located at two ends of the transverse portion and perpendicular to the transverse portion, the transverse portion of the stirrup 3 is welded to the surface of the frame column 1, the vertical portion of the stirrup 3 is anchored into the wall base 2, and in this embodiment, the transverse portion of the stirrup 3 is directly welded to the frame column 1, so that the operation is simple.
The difference between the concrete embodiment 2 and the concrete embodiment 1 lies in that the structure of the stirrup 3 and the connection mode of the stirrup 3 and the frame column 1 are different, as shown in fig. 3-4, the stirrup 3 is in a rod structure, a pair of through holes are arranged on the side surface of the frame column 1, the stirrups 3 anchored in the wall base 2 are respectively fixed on the pair of through holes, and as the frame column 1 adopts I-steel, the two sides of the I-steel are provided with through holes, and the stirrups 3 anchored in the wall base 2 respectively pass through the two through holes, and the connection mode is simple in structure.
The difference between the concrete embodiment 3 and the concrete embodiment 1 lies in that the structure of the stirrup 3 and the connection mode of the stirrup 3 and the frame column 1 are different, as shown in fig. 5-6, the stirrup 3 is L-shaped, a pair of through holes are arranged on the side surface of the frame column 1, the stirrup 3 is respectively fixed in the pair of through holes, the stirrup 3 is anchored into the structural layer 5 on one side of the wall base 2 close to the frame column 1 to fold and extend, the stirrup 3 in the pair of through holes is folded back in the wall base 2, the stirrup 3 in the concrete embodiment adopts an L-shaped structure, the blocking area of the wall base 2 to the stirrup 3 is increased through the design of folding in the wall base 2, the difficulty that the stirrup 3 is separated from the wall base 2 is improved, and the integrity between the wall base 2 and the frame column 1 is increased.
Embodiment 4, embodiment 4 only differs from embodiment 3 in that the structure of the stirrup 3 is different, as shown in fig. 7-8, the stirrup 3 includes a pair of parallel rod-shaped connection portions and a fixing portion vertically connected with the pair of connection portions, a pair of through holes is provided on the side of the frame column 1, the pair of connection portions of the stirrup 3 pass through the pair of through holes and are fixed with the frame column 1, the fixing portion of the stirrup 3 is anchored into the structural layer 5 on one side of the wall base 2 close to the frame column 1, and the fixing portion is parallel to the direction of the structural layer 5.
As shown in fig. 3, 5 and 7, in embodiments 2 to 4, the stirrup 3 and the through hole are welded and fixed, and in embodiments 2 to 4, a welding and fixing manner is adopted between the stirrup 3 and the through hole, and the fixing manner is simple to operate and firm in connection.
As shown in fig. 4, fig. 6 and fig. 8, in embodiments 2 to 4, the stirrup 3 is provided with a thread, the thread is located between the frame column 1 and the through hole, the stirrup 3 is further provided with a nut 6 matched with the thread, the nut 6 blocks the stirrup 3 from separating from the frame column 1, in embodiments 2 to 4, a fastening manner of threaded connection can be adopted between the stirrup 3 and the through hole, the stirrup 3 is blocked from separating from the frame column 1 by the nut 6, and the fastening manner is convenient to detach.
Claims (10)
1. The utility model provides a steel construction wall body based on steel mesh exempts from to unpick and template constraint concrete composite wall, includes frame post (1) and heated board, its characterized in that, steel construction wall body still includes wall seat (2), wall seat (2) and ground fixed connection, frame post (1) anchor with wall seat (2) with the help of stirrup (3), stirrup (3) one end and frame post (1) fixed connection, in wall seat (2) are gone into to stirrup (3) other end anchor, the heated board is fixed in wall seat (2) top and is fixed with wall seat (2).
2. Steel structure wall based on steel mesh form removal-free constraint concrete composite wall according to claim 1, characterized in that the wall base (2) comprises two structural layers (5) of a core plate (4) and a clamping core plate (4), and the stirrups (3) penetrate through one structural layer (5) and the core plate (4) and are anchored in the other structural layer (5).
3. The steel structure wall based on the steel mesh dismantling-free formwork constraint concrete composite wall is characterized in that the stirrup (3) is U-shaped, the stirrup (3) comprises a transverse portion and a pair of vertical portions which are positioned at two ends of the transverse portion and are perpendicular to the transverse portion, the transverse portion of the stirrup (3) is welded with the surface of the frame column (1), and the vertical portions of the stirrup (3) are anchored into the wall base (2).
4. The steel structure wall based on the steel mesh dismantling-free formwork constraint concrete composite wall is characterized in that the stirrups (3) are of a rod structure, a pair of through holes are formed in the side face of the frame column (1), and the stirrups (3) anchored into the wall base (2) are respectively fixed to the pair of through holes.
5. The steel structure wall based on the steel mesh dismantling-free formwork constraint concrete composite wall is characterized in that the stirrup (3) is L-shaped, a pair of through holes are formed in the side face of the frame column (1), the stirrup (3) are respectively fixed to the pair of through holes, the stirrup (3) is anchored into the structural layer (5) on one side of the wall base (2) close to the frame column (1) to be folded and extended, and the stirrup (3) in the pair of through holes are folded back in the wall base (2).
6. The steel structure wall based on the steel mesh dismantling-free formwork constraint concrete composite wall according to claim 1, wherein the stirrup (3) comprises a pair of parallel rod-shaped connecting parts and a fixing part vertically connected with the pair of connecting parts, a pair of through holes is formed in the side face of the frame column (1), the pair of connecting parts of the stirrup (3) penetrate through the pair of through holes and are fixed with the frame column (1), and the fixing part of the stirrup (3) is anchored into a structural layer (5) on one side, close to the frame column (1), of the wall base (2), and the fixing part is parallel to the direction of the structural layer (5).
7. The steel structure wall based on the steel mesh dismantling-free formwork constraint concrete composite wall according to any one of claims 4 to 6, wherein the stirrups (3) and the through holes are welded and fixed.
8. The steel structure wall based on the steel mesh disassembly-free formwork constraint concrete composite wall according to any one of claims 4 to 6, wherein threads are arranged on the stirrup (3), the threads are located between the frame column (1) and the through hole, a nut (6) matched with the threads is further arranged on the stirrup (3), and the nut (6) blocks the stirrup (3) from being separated from the frame column (1).
9. The steel structure wall based on the steel mesh dismantling-free formwork constraint concrete composite wall of claim 1, wherein the heat insulation board comprises a foam layer (7) and two reinforcing layers (8) for clamping the foam layer (7), the foam layer (7) is fixedly overlapped with a wall base (2), and the reinforcing layer (8) close to the outdoor side of the two reinforcing layers (8) protrudes out of the edge of the wall base (2).
10. The steel structure wall based on the steel mesh dismantling-free formwork constraint concrete composite wall according to claim 9, wherein the foam layer (7) and the two reinforcing layers (8) clamping the foam layer (7) are fixed by means of U-shaped connecting ribs (9), the connecting ribs (9) penetrate through the foam layer (7), and two ends of the connecting ribs (9) are respectively anchored into the two reinforcing layers (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321234774.1U CN219671765U (en) | 2023-05-22 | 2023-05-22 | Steel structure wall based on steel mesh dismantling-free formwork constraint concrete composite wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321234774.1U CN219671765U (en) | 2023-05-22 | 2023-05-22 | Steel structure wall based on steel mesh dismantling-free formwork constraint concrete composite wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219671765U true CN219671765U (en) | 2023-09-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321234774.1U Active CN219671765U (en) | 2023-05-22 | 2023-05-22 | Steel structure wall based on steel mesh dismantling-free formwork constraint concrete composite wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219671765U (en) |
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- 2023-05-22 CN CN202321234774.1U patent/CN219671765U/en active Active
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