CN111519834A - Novel heat-preservation integrated steel plate laminated shear wall and processing technology thereof - Google Patents
Novel heat-preservation integrated steel plate laminated shear wall and processing technology thereof Download PDFInfo
- Publication number
- CN111519834A CN111519834A CN202010371879.6A CN202010371879A CN111519834A CN 111519834 A CN111519834 A CN 111519834A CN 202010371879 A CN202010371879 A CN 202010371879A CN 111519834 A CN111519834 A CN 111519834A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- plate
- concrete
- shear wall
- heat
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a novel heat-preservation integrated steel plate laminated shear wall and a processing technology thereof, and the novel heat-preservation integrated steel plate laminated shear wall mainly comprises a perforated steel plate, a plurality of connecting rod pieces, a reinforcing mesh sheet and a concrete leaf plate, wherein the perforated steel plate is provided with a plurality of mounting holes in a rectangular array, one end of the connecting rod pieces is fixed in the mounting holes, and the concrete leaf plate and a perforated dry plate are arranged in parallel. Easy operation, simple production and convenient construction.
Description
Technical Field
The invention relates to the technical field of assembly type buildings, in particular to a novel heat-preservation integrated steel plate superposed shear wall and a processing technology thereof.
Background
The fabricated concrete building has the advantages of high construction speed, energy conservation, environmental protection, labor saving and the like, and becomes one of important directions of building development in the future, and the shear wall structure is one of important structural forms of the fabricated concrete structure. The superposed shear wall is a common prefabricated component in the assembly type building construction, and can be realized only by a special turnover machine during the factory production and processing. At present, for superposed wallboard components, the heat insulation board mainly preserves heat inside, and in the processing process, the heat insulation board is very easy to break, so that the quality cannot be guaranteed. In order to ensure the safety in the transportation and hoisting processes, a heat-insulating connecting piece with high material strength and good heat-insulating property is required to be adopted between the heat-insulating plate and the wallboard, and the heat-insulating connecting piece greatly increases the component cost.
Disclosure of Invention
The invention aims to solve the problems, designs a novel heat-preservation integrated steel plate laminated shear wall and a processing technology thereof, and solves the problems that the heat-preservation plate mainly preserves internal heat for laminated wall plate members at present, and is very easy to break in the processing process, so that the quality cannot be guaranteed. In order to ensure the safety in the transportation and hoisting processes, a heat-insulating connecting piece with high material strength and good heat-insulating property is required to be adopted between the heat-insulating plate and the wall plate, and the cost of the component is greatly increased by the heat-insulating connecting piece.
The technical scheme of the invention for realizing the aim is as follows: a novel heat-preservation integrated steel plate superposed shear wall mainly comprises a perforated steel plate, a plurality of connecting rods, a steel bar net piece and a concrete leaf plate, wherein the perforated steel plate is provided with a plurality of mounting holes in a rectangular array;
the novel heat preservation integration steel sheet superimposed shear wall still includes: the integrated heat-insulation board and a plurality of connecting pieces;
the integrated heat-insulation board is installed on the perforated steel plate, the integrated heat-insulation board and the perforated steel plate are fixed through a plurality of connecting pieces, and one side of the perforated steel plate faces the concrete leaf plate and the other side of the perforated steel plate is connected with the integrated heat-insulation board.
The reinforcing steel bar meshes are rectangular meshes formed by binding or welding reinforcing steel bars of the same type.
The perforated steel plate is a rectangular hot rolled steel plate made of Q245 materials.
The connecting rod pieces are made of a plurality of split bolts or a plurality of split screw rods, and the connecting pieces are all composed of bolts and nuts with disc-shaped components at one ends.
One side of the perforated steel plate facing the concrete page plate is provided with a plurality of reinforcing ribs in a rectangular array.
A processing technology of a novel heat-preservation integrated steel plate laminated shear wall comprises the following steps: the method comprises the following steps: step S1, preparing materials; step S2, assembling the perforated steel plate; step S3, installing a heat insulation board; step S4, forming a concrete sheet; step S5, maintaining the concrete page plate; step S6, integral assembly;
step S1: processing perforated steel plates, reinforcing mesh sheets and cutting integrated insulation boards by using processing equipment according to a drawing or a BOM list;
step S2: assembling the connecting rod piece and the perforated steel plate, and fixing one end of the connecting rod piece on the perforated steel plate;
step S3: the integrated heat-insulation plate is reliably connected with the perforated steel plate by using the heat-insulation connecting piece;
step S4: after the binding of the concrete page plate reinforcing steel bars and the reservation and embedding are finished, distributing materials to the specified height of the concrete page plate by using concrete pouring equipment;
step S5: placing the concrete sheet into a curing kiln for curing, wherein the curing temperature is 60-65 ℃, and the curing time is 10-20 min;
step S6: after the concrete sheet is taken out of the kiln, the concrete sheet is turned over by 90 degrees and is vertically placed and aligned, and then the perforated steel plate and the concrete sheet are reliably connected through the fixed connecting rod piece.
The perforated steel plate is provided with rectangular array holes, and the connecting rod pieces are fixed in the holes and are spaced between 200mm and 400 mm.
The height of the concrete leaf plate is 30mm-70 mm.
The curing temperature in the step S5 is set to 60 ℃, and the curing time is 12 min.
The mesh size of the reinforcing mesh is set to be 200mm multiplied by 200mm-400mm multiplied by 400 mm.
The novel heat-preservation integrated steel plate laminated shear wall manufactured by the technical scheme is simple in structure and convenient to use, the heat-preservation plate and the steel plate are assembled in advance and are assembled through the connecting rod pieces after the leaf plates are formed, the construction efficiency is greatly accelerated, the heat-preservation plate is integrally formed without gaps, the heat-preservation effect is improved, the laminated shear wall manufactured by the process is high in forming speed and high in quality relative to the laminated wall, the heat-preservation integrated plate is connected with the steel plate, the machining process is very simple and convenient, the operation is easy, the production is simple, and the construction is convenient.
Drawings
Fig. 1 is a structural schematic diagram of the novel heat-preservation integrated steel plate laminated shear wall and the processing technology thereof.
Fig. 2 is a schematic top-view cross-sectional structural view of the novel heat-preservation integrated steel plate laminated shear wall and the processing technology thereof.
Fig. 3 is a schematic side view structure diagram of the novel heat-preservation integrated steel plate laminated shear wall and the processing technology thereof.
Fig. 4 is a schematic view of a front cross-sectional structure of the novel heat-insulating integrated steel plate laminated shear wall and a processing process thereof.
Fig. 5 is a schematic view of a main view structure of a novel heat-insulating integrated steel plate laminated shear wall and a perforated steel plate of a processing technology thereof.
Fig. 6 is a partially enlarged structural schematic view of the novel heat-preservation integrated steel plate laminated shear wall and the processing technology thereof shown in fig. 2.
Fig. 7 is a partially enlarged structural schematic view of the novel heat-preservation integrated steel plate laminated shear wall and the processing technology thereof shown in fig. 4.
In the figure: 1. a concrete leaf; 2. punching a steel plate; 3. reinforcing mesh sheets; 4. an integrated heat-insulating plate; 5. a connecting member; 6. pre-burying a sleeve; 7. connecting rod pieces; 8. and (5) reinforcing ribs.
Detailed Description
The invention is described in detail with reference to the accompanying drawings, and as shown in fig. 1-7, a novel thermal insulation integrated steel plate laminated shear wall mainly comprises a perforated steel plate 2, a plurality of connecting rods 7, a reinforcing mesh 3 and a concrete leaf plate 1, wherein the perforated steel plate 2 is provided with a plurality of mounting holes in a rectangular array, one ends of the connecting rods 7 are fixed in the mounting holes, the concrete leaf plate 1 and a perforated dry plate are arranged in parallel, the reinforcing mesh 3 is embedded in the concrete leaf plate 1, the concrete leaf plate 1 is provided with a plurality of reserved sleeves, and the other ends of the connecting rods 7 penetrate through the reserved sleeves; the novel heat preservation integration steel sheet superimposed shear wall still includes: an integrated heat-insulation plate 4 and a plurality of connecting pieces 5; the integrated heat-insulation plate 4 is arranged on the perforated steel plate 2, the integrated heat-insulation plate 4 and the perforated steel plate 2 are fixed through a plurality of connecting pieces 5, one surface of the perforated steel plate 2 faces the concrete leaf plate 1, and the other surface of the perforated steel plate is connected with the integrated heat-insulation plate 4; the reinforcing mesh 3 is formed by binding or welding reinforcing bars of the same type into a rectangular mesh; the perforated steel plate 2 is a rectangular hot rolled steel plate made of Q245 material; the connecting rod pieces 7 are selected from a plurality of split bolts or a plurality of split screw rods; the connecting pieces 5 are all composed of bolts and nuts with disc-shaped members at one ends, and the perforated steel plate 2 is provided with a plurality of reinforcing ribs 8 in a rectangular array on one side facing the concrete page plate 1; a processing technology of a novel heat-preservation integrated steel plate laminated shear wall comprises the following steps: the method comprises the following steps: step S1, preparing materials; step S2, assembling the perforated steel plate; step S3, installing a heat insulation board; step S4, forming a concrete sheet; step S5, maintaining the concrete page plate; step S6, integral assembly; step S1: processing perforated steel plates, reinforcing mesh sheets and cutting integrated insulation boards by using processing equipment according to a drawing or a BOM list; step S2: assembling the connecting rod piece and the perforated steel plate, and fixing one end of the connecting rod piece on the perforated steel plate; step S3: the integrated heat-insulation plate is reliably connected with the perforated steel plate by using the heat-insulation connecting piece; step S4: after the binding of the concrete page plate reinforcing steel bars and the reservation and embedding are finished, distributing materials to the specified height of the concrete page plate by using concrete pouring equipment; step S5: placing the concrete sheet into a curing kiln for curing, wherein the curing temperature is 60-65 ℃, and the curing time is 10-20 min; step S6: after the concrete sheet is taken out of the kiln, the concrete sheet is turned over by 90 degrees, vertically placed and aligned, and then the perforated steel plate and the concrete sheet are reliably connected through a fixed connecting rod piece; the perforated steel plate is provided with rectangular array holes, and the connecting rod pieces are fixed in the holes and are spaced between 200mm and 400 mm; the height of the concrete leaf plate is 30mm-70 mm; the curing temperature in the step S5 is set to be 60 ℃, and the curing time is 12 min; the mesh size of the reinforcing mesh is set to be 200mm multiplied by 200mm-400mm multiplied by 400 mm.
The concrete plate is characterized by mainly comprising a perforated steel plate 2, a plurality of connecting rods 7, a reinforcing mesh 3 and a concrete plate 1, wherein the perforated steel plate 2 is provided with a plurality of mounting holes in a rectangular array, one ends of the connecting rods 7 are fixed in the mounting holes, the concrete plate 1 is arranged in parallel with the perforated dry plate, the reinforcing mesh 3 is embedded in the concrete plate 1, the concrete plate 1 is provided with a plurality of reserved sleeves, and the other ends of the connecting rods 7 penetrate through the reserved sleeves; the utility model provides a novel heat preservation integration steel sheet superimposed shear wall, still includes: an integrated heat-insulation plate 4 and a plurality of connecting pieces 5; the integrated heat-insulation plate 4 is arranged on the perforated steel plate 2, the integrated heat-insulation plate 4 and the perforated steel plate 2 are fixed through a plurality of connecting pieces 5, one surface of the perforated steel plate 2 faces the concrete leaf plate 1, and the other surface of the perforated steel plate is connected with the integrated heat-insulation plate 4; this novel heat preservation integration steel sheet superimposed shear wall simple structure, convenient to use, heated board and steel sheet earlier equipment are through connecting the member equipment after the shaping of page or leaf board, have accelerated the efficiency of construction greatly to heated board integrated into one piece does not have the gap, has increased the heat preservation effect, and the superimposed shear wall of manufacturing according to the present case technology is fast for superimposed wall shaping, and the high quality adopts heat preservation integration board and steel sheet to be connected, and the course of working is very simple and convenient, easily operation, and production is simple, and it is convenient to be under construction.
The following working principles, detailed connecting means thereof, and the following main descriptions of the working principles and processes are well known in the art, and will be referred to by those skilled in the art for the specific connection and operation sequence of the components in this application.
Example (b): according to the attached figure 1 of the specification, the superposed shear wall is produced according to the upper flow process, and comprises the following steps: the method comprises the following steps: firstly, preparing materials; secondly, assembling perforated steel plates; thirdly, mounting the heat insulation plate; fourthly, forming a concrete sheet; fifthly, maintaining the concrete sheet; sixthly, integrally assembling;
firstly, the method comprises the following steps: processing a perforated steel plate by using processing equipment according to a drawing or a BOM list, wherein the perforated steel plate is provided with rectangular array holes, the hole spacing is set to be 200-400mm, the mesh size of a binding reinforcing mesh is set to be 200-400mm, and the integrated heat-insulation plate is cut, and the size of the integrated heat-insulation plate is the same as that of the perforated steel plate;
II, secondly: fixing one end of a connecting rod piece in the open hole to be assembled with the open hole steel plate, and fixing one end of the connecting rod piece on the open hole steel plate;
thirdly, the method comprises the following steps: the integrated heat-insulation plate is reliably connected with the perforated steel plate by using the heat-insulation connecting piece;
fourthly, the method comprises the following steps: after the binding of the concrete page plate reinforcing steel bars and the reservation and embedding are finished, distributing materials to the specified height of the concrete page plate by using concrete pouring equipment, wherein the pouring height of the concrete page plate is set to be 30-70 mm;
fifthly: placing the concrete sheet into a curing kiln for curing, wherein the curing temperature is 60 ℃, and the curing time is 12 min;
sixthly, the method comprises the following steps: after the concrete sheet is taken out of the kiln, the concrete sheet is turned over by 90 degrees and is vertically placed and aligned, and then the perforated steel plate and the concrete sheet are reliably connected through the fixed connecting rod piece.
The novel heat-preservation integrated steel plate superposed shear wall processed according to the method mainly comprises a perforated steel plate 2, a plurality of connecting rod pieces 7, a steel bar net piece 3 and a concrete leaf plate 1, wherein the connecting relation and the position relation are as follows;
the perforated steel plate 2 is provided with a plurality of mounting holes in a rectangular array, the perforated steel plate 2 is a rectangular hot rolled steel plate made of Q245 materials, one end of each connecting rod piece 7 is fixed in the corresponding mounting hole, the concrete leaf plate 1 and the perforated dry plate are arranged in parallel, the reinforcing mesh piece 3 is embedded in the concrete leaf plate 1, the reinforcing mesh piece 3 is bound or welded into a rectangular mesh piece by reinforcing steel bars of the same type, a plurality of reserved sleeves are mounted on the concrete leaf plate 1, and the other end of each connecting rod piece 7 penetrates through the corresponding reserved sleeve;
above-mentioned novel heat preservation integration steel sheet superimposed shear wall still includes: the integrated heat-insulation board 4 and the connecting pieces 5 are connected in the following relation and position relation;
the integrated heat-insulation plate 4 is arranged on the perforated steel plate 2, the integrated heat-insulation plate 4 and the perforated steel plate 2 are fixed through a plurality of connecting pieces 5, one surface of the perforated steel plate 2 faces the concrete leaf plate 1, and the other surface of the perforated steel plate is connected with the integrated heat-insulation plate 4;
as can be seen from the attached figures 2-7 in the specification, in the specific implementation process, the perforated steel plate 2 is connected with the concrete page plate 1 through the connecting rod piece 7, the concrete page plate 1 is reinforced by the reinforcing mesh 3, the strength and the adhesion degree are increased, the structural strength is increased after the reinforcing mesh is constructed, the connecting rod piece 7 and the steel plate are assembled in advance, the concrete sheet 1 is pre-embedded with an embedded sleeve 6, the embedded sleeve 6 corresponds to the connecting rod 7, after the concrete page plate 1 is cured, a plurality of connecting rod pieces 7 are selected from a plurality of split bolts or a plurality of split screws, the split screws are selected for connection in the scheme, the steel plate and the integrated heat-insulation plate 4 are assembled in advance, a plurality of connecting pieces 5 are all composed of bolts and nuts with disc-shaped members at one ends, the integrated heat-insulation plate 4 is fixed on the perforated steel plate 2 by using the connecting pieces 5, and a plurality of reinforcing ribs 8 are arranged on one side of the perforated steel plate 2, which faces the concrete page plate 1, in a rectangular array;
to sum up, this novel heat preservation integration steel sheet superimposed shear wall simple structure, convenient to use, heated board and steel sheet elder generation equipment are through connecting member 7 equipment after the shaping of page or leaf board, and the efficiency of construction has been accelerated greatly to heated board integrated into one piece does not have the gap, has increased the heat preservation effect, superimposed shear wall according to this case manufacturing is fast for superimposed wall shaping, the high quality, adopt heat preservation integration board and steel sheet to be connected, the very simple and convenient of course of working, easily operation, simple production, it is convenient to construct.
The technical solutions described above only represent the preferred technical solutions of the present invention, and some possible modifications to some parts of the technical solutions by those skilled in the art all represent the principles of the present invention, and fall within the protection scope of the present invention.
Claims (10)
1. The novel heat-preservation integrated steel plate superposed shear wall mainly comprises a perforated steel plate (2), a plurality of connecting rods (7), a steel bar net piece (3) and a concrete page plate (1), and is characterized in that the perforated steel plate (2) is provided with a plurality of mounting holes in a rectangular array, one ends of the connecting rods (7) are fixed in the mounting holes, the concrete page plate (1) and the perforated dry plate are arranged in parallel, the steel bar net piece (3) is embedded in the concrete page plate (1), the concrete page plate (1) is provided with a plurality of reserved sleeves, and the other ends of the connecting rods (7) penetrate through the reserved sleeves;
the novel heat preservation integration steel sheet superimposed shear wall still includes: an integrated heat-insulation plate (4) and a plurality of connecting pieces (5);
integration heated board (4) are installed on trompil steel sheet (2), and are fixed through a plurality of connecting pieces (5) between integration heated board (4) and trompil steel sheet (2), trompil steel sheet (2) one side is connected with integration heated board (4) towards concrete page board (1) and its another side.
2. The novel heat-insulation integrated steel plate laminated shear wall as claimed in claim 1, wherein the reinforcing mesh sheets (3) are rectangular mesh sheets formed by binding or welding reinforcing bars of the same type.
3. The novel heat-insulation integrated steel plate laminated shear wall as claimed in claim 2, wherein the perforated steel plate (2) is a rectangular hot-rolled steel plate made of Q245 material.
4. A novel heat-insulating integrated steel plate laminated shear wall as claimed in claim 3, wherein a plurality of tie bars (7) are selected from a plurality of tie bolts or tie bars, and a plurality of said tie bars (5) are all composed of bolts and nuts with one end provided with a disc-shaped member.
5. A novel heat-preservation integrated steel plate laminated shear wall as claimed in claim 4, wherein the side of the perforated steel plate (2) facing the concrete leaf (1) is provided with a plurality of reinforcing ribs (8) in a rectangular array.
6. The novel processing technology of the heat-preservation integrated steel plate laminated shear wall based on claim 5 is characterized by comprising the following steps of: the method comprises the following steps: step S1, preparing materials; step S2, assembling the perforated steel plate; step S3, installing a heat insulation board; step S4, forming a concrete sheet; step S5, maintaining the concrete page plate; step S6, integral assembly;
step S1: processing perforated steel plates, reinforcing mesh sheets and cutting integrated insulation boards by using processing equipment according to a drawing or a BOM list;
step S2: assembling the connecting rod piece and the perforated steel plate, and fixing one end of the connecting rod piece on the perforated steel plate;
step S3: the integrated heat-insulation plate is reliably connected with the perforated steel plate by using the heat-insulation connecting piece;
step S4: after the binding of the concrete page plate reinforcing steel bars and the reservation and embedding are finished, distributing materials to the specified height of the concrete page plate by using concrete pouring equipment;
step S5: placing the concrete sheet into a curing kiln for curing, wherein the curing temperature is 60-65 ℃, and the curing time is 10-20 min;
step S6: after the concrete sheet is taken out of the kiln, the concrete sheet is turned over by 90 degrees and is vertically placed and aligned, and then the perforated steel plate and the concrete sheet are reliably connected through the fixed connecting rod piece.
7. The processing technology of the novel heat-preservation integrated steel plate laminated shear wall according to claim 6, wherein the perforated steel plate is provided with rectangular array holes, the connecting rod pieces are fixed in the holes, and the distance between the connecting rod pieces and the holes is 200-400 mm.
8. The processing technology of the novel heat-preservation integrated steel plate laminated shear wall according to claim 6, wherein the height of the concrete leaf plate is 30-70 mm.
9. The processing technology of the novel heat-preservation integrated steel plate laminated shear wall according to claim 6, wherein the curing temperature in the step S5 is set to 60 ℃, and the curing time is 12 min.
10. The processing technology of the novel heat-preservation integrated steel plate laminated shear wall as claimed in claim 6, wherein the mesh size of the steel mesh is set to be 200 x 200mm-400 x 400 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010371879.6A CN111519834A (en) | 2020-05-06 | 2020-05-06 | Novel heat-preservation integrated steel plate laminated shear wall and processing technology thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010371879.6A CN111519834A (en) | 2020-05-06 | 2020-05-06 | Novel heat-preservation integrated steel plate laminated shear wall and processing technology thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111519834A true CN111519834A (en) | 2020-08-11 |
Family
ID=71908685
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010371879.6A Withdrawn CN111519834A (en) | 2020-05-06 | 2020-05-06 | Novel heat-preservation integrated steel plate laminated shear wall and processing technology thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111519834A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114263309A (en) * | 2022-01-07 | 2022-04-01 | 易建网科技有限公司 | Assembled ultralow energy consumption integrated configuration |
-
2020
- 2020-05-06 CN CN202010371879.6A patent/CN111519834A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114263309A (en) * | 2022-01-07 | 2022-04-01 | 易建网科技有限公司 | Assembled ultralow energy consumption integrated configuration |
| CN114263309B (en) * | 2022-01-07 | 2024-06-07 | 易建网科技有限公司 | Assembled ultralow energy consumption integrated configuration |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108951889B (en) | Assembled self-heat-preservation bridge-cutoff wall panel, mounting node and mounting method | |
| CN109339261B (en) | Heat-insulation connecting piece, sandwich heat-insulation superposed shear wall plate and mounting method | |
| CN111519834A (en) | Novel heat-preservation integrated steel plate laminated shear wall and processing technology thereof | |
| CN113293890A (en) | Steel plate yield energy consumption-based dry-type connecting piece and construction method | |
| CN107975165B (en) | Laminated wall structure and manufacturing method thereof | |
| CN116145856A (en) | Assembled profiled steel sheet composite shear wall and construction method thereof | |
| CN110541518A (en) | Non-bearing steel bar net and thin steel plate sandwich composite wall and manufacturing method thereof | |
| CN107217783B (en) | Assembled integral external wall panel | |
| CN214006138U (en) | Steel wire mesh connecting piece for precast concrete sandwich heat-insulation wallboard | |
| CN212562152U (en) | Novel heat preservation integration steel sheet superimposed shear wall | |
| CN212053440U (en) | Non-bearing steel bar net and thin steel plate sandwich composite wall | |
| CN107938891B (en) | Laminated wall structure and manufacturing method thereof | |
| CN107514092B (en) | Light steel framework prefabricated heat-insulation floor slab and construction method | |
| CN216641055U (en) | Steel shell composite cement board form-removal-free shear wall | |
| CN212336469U (en) | Steel shell composite plate laminated floor | |
| CN213204595U (en) | Building wall | |
| CN109577519B (en) | Tenon welding combined horizontal connection shear wall structure, manufacturing and assembling method | |
| CN212562149U (en) | Steel plate combined composite shear wall | |
| CN212562151U (en) | Unilateral steel plate combined composite shear wall suitable for basement outer wall | |
| CN111519832A (en) | Double-face leaf plate combined superposed shear wall suitable for basement outer wall and processing technology thereof | |
| CN107338903B (en) | Tie part for sandwich composite external wall panel and construction method thereof | |
| CN218028319U (en) | Prefabricated wall of prefabricated steel structure frame and concrete combined structure house | |
| CN217027631U (en) | Assembled wall structure and device for wallboard manufacturing | |
| CN111173190A (en) | Heat-insulation wallboard | |
| CN211873405U (en) | Novel integral concrete of assembly shear force wall that cracks |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20200811 |