CN106245821A - A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall and construction method thereof - Google Patents
A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall and construction method thereof Download PDFInfo
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- CN106245821A CN106245821A CN201610889531.XA CN201610889531A CN106245821A CN 106245821 A CN106245821 A CN 106245821A CN 201610889531 A CN201610889531 A CN 201610889531A CN 106245821 A CN106245821 A CN 106245821A
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- 239000004567 concrete Substances 0.000 title claims abstract description 112
- 238000010276 construction Methods 0.000 title claims abstract description 55
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 27
- 239000010959 steel Substances 0.000 title claims abstract description 27
- 238000009417 prefabrication Methods 0.000 title claims abstract description 20
- 230000000712 assembly Effects 0.000 claims abstract description 39
- 238000000429 assembly Methods 0.000 claims abstract description 39
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 38
- 238000005266 casting Methods 0.000 claims abstract description 14
- 238000000034 method Methods 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims description 36
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 210000003205 muscle Anatomy 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 4
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000011065 in-situ storage Methods 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall, including wall skeleton and prefabricated light concrete wall panel assembly, described wall skeleton is made up of some groups of columns assemblies, described prefabricated light concrete wall panel assembly is arranged between adjacent upright posts assembly, some groups of reinforcing bar tie rod assemblies it are disposed with at a certain distance in described prefabricated light concrete wall panel assembly, when body of wall pours, it is respectively arranged with template in the body of wall both sides of the columns assemblies corresponding position of described wall skeleton, described template and prefabricated light concrete wall panel assembly cooperatively form the casting space of relative closure, by cast-in-place concrete by wall skeleton, prefabricated light concrete wall panel assembly and reinforcing bar tie rod assembly pour into a single integrated structure.The present invention forms close post framework by beam, plate, post integral cast-in-situ, it is achieved that the effective connection between prefabricated panel and wall skeleton, and overcomes tradition assembled connecting portion complex treatment process, defect easy to crack, has good air-tightness and stress performance.
Description
Technical field
The invention belongs to building structure technology field, particularly to a kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall and
Its construction method.
Background technology
Existing prefabricated panel assembling system, prefabricated panel be connected with post, beam be in precoated plate arrangement of reinforcement reserve joint with
On beam, post put muscle or reserving rib (reinforced concrete structure) or the mode of (steel construction) of welding with beam, post realizes, precoated plate
Between be that assembled connection is set by concave, convex.Its template produced designs for single products, causes Design of Dies complexity, consumption
Amount is big, and each single products is all an overall structure, and transport installation is inconvenient for, and in site operation, assembled operation is many,
Stitching portion also needs to be in the milk, if construction quality is the highest, then easily causes the phenomenon of connecting portion cracking.
Summary of the invention
It is an object of the invention to: for the problem of above-mentioned existence, it is provided that one can by prefabricated light concrete wall panel with
Concrete cast-in-situ mode combines, and prefabricated light concrete wall panel is convenient for production, and in-site installation lightweight steel construction efficiently is light
Concrete prefabricated assembling body of wall and construction method thereof.
The technical scheme is that and be achieved in that: a kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall, including wall
Body skeleton and prefabricated light concrete wall panel assembly, described wall skeleton is made up of some groups of columns assemblies, it is characterised in that: institute
State prefabricated light concrete wall panel assembly to be arranged between adjacent upright posts assembly, by one in described prefabricated light concrete wall panel assembly
Determining deviation is disposed with some groups of reinforcing bar tie rod assemblies, and described reinforcing bar tie rod assembly is connected with wall skeleton, often group reinforcing bar tie rod group
Part is by least horizontal reinforcement arranged along body of wall length direction and along thickness of wall body direction and be arranged in columns assemblies two
The longitudinal reinforcement composition of side, when body of wall pours, sets respectively in the body of wall both sides of the columns assemblies corresponding position of described wall skeleton
Being equipped with template, described template and prefabricated light concrete wall panel assembly cooperatively form the casting space of relative closure, pour described
Cast-in-place concrete in space, by cast-in-place concrete by wall skeleton, prefabricated light concrete wall panel assembly and reinforcing bar tie rod group
Part pours into a single integrated structure.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall of the present invention, its described some groups of columns assemblies are along body of wall
Length direction arranges, and often group columns assemblies is made up of at least one column unit, and each column unit is by along thickness of wall body direction
Arrangement ground at least one column composition, when described column is multiple, described column unit is formed vertical by connection fastener connection
Column assembly.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall of the present invention, its described prefabricated light concrete wall panel assembly edge
The width of body of wall length direction is less than the spacing between adjacent upright posts assembly, with mould between contiguous prefabricated light concrete wall panel assembly
Plate cooperatively forms casting space, and the columns assemblies of described wall skeleton is positioned at casting space.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall of the present invention, its described prefabricated light concrete wall panel assembly by
Some to arrange prefabricated light concrete wall panel along body of wall short transverse assembled, and described reinforcing bar tie rod assembly is arranged on adjacent pre-
Between light concrete wall panel processed.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall of the present invention, it is in described prefabricated light concrete wall panel upper end
Face is provided with the mounting groove for placing horizontal reinforcement, and described mounting groove two ends connect with corresponding casting space respectively, described
The side connecting and abutting against corresponding columns assemblies fixed by longitudinal reinforcement with horizontal reinforcement.
A kind of construction method of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall, it is characterised in that: include following construction step
Rapid:
A), wall skeleton is built by column and connection fastener；
B), scene arranges mounting groove, and will be provided with the prefabricated lightweight concrete of mounting groove in prefabricated light concrete wall panel upper surface
Wallboard is separately positioned between adjacent upright posts assembly；
C), make reinforcing bar tie rod assembly, longitudinal reinforcement is welded on horizontal reinforcement according to the position of wall skeleton central post assembly
On, each two longitudinal reinforcement is one group and matches with columns assemblies；
D), the reinforcing bar tie rod assembly made first is vertically arranged, is then inserted by between adjacent two columns, until horizontal steel
After often group longitudinal reinforcement on muscle is corresponding with columns assemblies, make horizontal reinforcement half-twist, wherein horizontal reinforcement be placed to prefabricated gently
In the mounting groove of concrete panel, often organize longitudinal reinforcement and be then separately positioned on the both sides of corresponding columns assemblies, then by reinforcing bar
Tie rod assembly carries out colligation with wall skeleton or welds；
E) assembly, by prefabricated light concrete wall panel is carried out successively, and according to step d) between contiguous prefabricated light concrete wall panel
Mode be respectively provided with reinforcing bar tie rod assembly, and between adjacent two prefabricated light concrete wall panels, lay mortar；
F), after prefabricated light concrete wall panel parts assembling completes, in the body of wall both sides of the columns assemblies corresponding position of wall skeleton
It is respectively provided with template, and is fixed by Screw arbor with nut at both-ends, then carry out concreting, by cast-in-place concrete by body of wall bone
Frame, prefabricated light concrete wall panel assembly and reinforcing bar tie rod assembly pour into a single integrated structure, and described template is reaching prescribed strength
Rear dismounting.
The construction method of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall of the present invention, it is in described step e),
First reinforcing bar tie rod assembly is positioned in the mounting groove of corresponding prefabricated light concrete wall panel upper surface, then lays mortar, treat sand
After slurry laying completes, more prefabricated for next block light concrete wall panel is put up, complete adjacent two prefabricated light concrete wall panels
Assembled.
The invention has the beneficial effects as follows:
1, the present invention forms close post framework by beam, plate, post integral cast-in-situ, it is achieved that between prefabricated CLC wallboard and wall skeleton
Effective connection, and overcome tradition assembled connecting portion complex treatment process, defect easy to crack, there is good air-tightness
And stress performance.
2, the prefabricated light concrete wall panel in the present invention uses the mode of on-site consolidation, convenient transportation, and site operation
Convenient, speed of application is fast.
3, main material used by the prefabricated light concrete wall panel in the present invention is industrial slag powder, and from heavy and light, transport is just
Victory, low cost, low-carbon environment-friendly.
4, the body of wall of the present invention uses lightweight concrete (to include but are not limited to foamed concrete granular polystyrene concrete, glass
Change microballon concrete etc.), there is good insulation, heat insulation, sound insulation value, if without thermal requirements, it is possible to use normal concrete.
5, the prefabricated light concrete wall panel of the present invention produces template is big mould, and precoated plate physical dimension is according to actual automatization
Cutting, template standard and consumption are few, and production process is single, and it is convenient to install.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Fig. 2 is A-A sectional view in Fig. 1.
Fig. 3 is B-B sectional view in Fig. 1.
The schematic diagram of model sheetinstallat when Fig. 4 is that in the present invention, body of wall pours.
Labelling in figure: 1 is wall skeleton, 2 is prefabricated light concrete wall panel assembly, and 3a is horizontal reinforcement, and 3b is longitudinal steel
Muscle, 4 is template, and 5 is cast-in-place concrete, and 6 is column, and 7 is mounting groove.
Detailed description of the invention
Below in conjunction with the accompanying drawings, the present invention is described in detail.
In order to make the purpose of the present invention, technical scheme and advantage clearer, below in conjunction with drawings and Examples, right
The technology of the present invention is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain this
Bright, it is not intended to limit the present invention.
As shown in Figure 1,2 and 3, a kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall, including wall skeleton 1 and prefabricated
Light concrete wall panel assembly 2, described wall skeleton 1 is made up of some groups of columns assemblies, and described some groups of columns assemblies are along wall
Body length direction arranges, and often group columns assemblies is made up of at least one column unit, and each column unit is by along thickness of wall body side
To arrangement ground, at least one column 6 forms, and when described column 6 is multiple, described column unit connects shape by connection fastener
Becoming columns assemblies, described wall skeleton all uses light gauge cold-formed steel shape, it is possible to use other lightweight materials.
Wherein, described prefabricated light concrete wall panel assembly 2 is arranged between adjacent upright posts assembly, described prefabricated lightweight concrete
Wall panel assembly 2 is less than the spacing between adjacent upright posts assembly, contiguous prefabricated light concrete wall panel along the width of body of wall length direction
Cooperatively form casting space between assembly 2 with template 4, the columns assemblies of described wall skeleton 1 is positioned at casting space, described
Prefabricated light concrete wall panel assembly 2 is disposed with some groups of reinforcing bar tie rod assemblies at a certain distance, described reinforcing bar tie rod assembly with
Wall skeleton 1 connects, and often group reinforcing bar tie rod assembly is by least horizontal reinforcement 3a arranged along body of wall length direction and edge
Thickness of wall body direction and be arranged in columns assemblies both sides longitudinal reinforcement 3b composition, described prefabricated light concrete wall panel assembly 2 by
Some to arrange prefabricated light concrete wall panel along body of wall short transverse assembled, the size root of described prefabricated light concrete wall panel
Determining according to engineering practice, it is not the most preferably greater than 600mm, and thickness determines according to building requirements, described reinforcing bar tie rod assembly
Being arranged between contiguous prefabricated light concrete wall panel, the diameter of described reinforcing bar tie rod assembly determines according to stressing conditions, between the upper and lower
Away from not being preferably greater than 600mm, described prefabricated light concrete wall panel upper surface is provided with the mounting groove for placing horizontal reinforcement 3a
7, described mounting groove 7 two ends connect with corresponding casting space respectively, and described longitudinal reinforcement 3b and horizontal reinforcement 3a is fixing to be connected
And abut against the side of corresponding columns assemblies.
As shown in Figure 4, when body of wall pours, in the body of wall both sides difference of the columns assemblies corresponding position of described wall skeleton 1
Being provided with template 4, described template 4 and prefabricated light concrete wall panel assembly 2 cooperatively form the casting space of relative closure, described
Cast-in-place concrete in casting space, by cast-in-place concrete 5 by wall skeleton 1, prefabricated light concrete wall panel assembly 2 and reinforcing bar
Tie rod assembly pours into a single integrated structure.
The construction method of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall in the present invention: include following construction procedure:
A), wall skeleton is built by column and connection fastener.
B), scene arranges mounting groove, and will be provided with the prefabricated light mixed of mounting groove in prefabricated light concrete wall panel upper surface
Solidifying cob wall plate is separately positioned between adjacent upright posts assembly.
C), make reinforcing bar tie rod assembly, longitudinal reinforcement is welded on level according to the position of wall skeleton central post assembly
On reinforcing bar, each two longitudinal reinforcement is one group and matches with columns assemblies.
D), the reinforcing bar tie rod assembly made first is vertically arranged, is then inserted by between adjacent two columns, until water
After often group longitudinal reinforcement on flat reinforcing bar is corresponding with columns assemblies, making horizontal reinforcement half-twist, wherein horizontal reinforcement is placed to pre-
In the mounting groove of light concrete wall panel processed, often organize longitudinal reinforcement and be then separately positioned on the both sides of corresponding columns assemblies, then will
Reinforcing bar tie rod assembly carries out colligation with wall skeleton or welds.
E) assembly, by prefabricated light concrete wall panel is carried out successively, and according to step between contiguous prefabricated light concrete wall panel
Rapid mode d) is respectively provided with reinforcing bar tie rod assembly, and lays mortar between adjacent two prefabricated light concrete wall panels.
F), after prefabricated light concrete wall panel parts assembling completes, at the body of wall of the columns assemblies corresponding position of wall skeleton
Both sides are respectively provided with template, and are fixed by Screw arbor with nut at both-ends, then carry out concreting, by cast-in-place concrete by wall
Body skeleton, prefabricated light concrete wall panel assembly and reinforcing bar tie rod assembly pour into a single integrated structure, and described template is reaching regulation
Remove after intensity.
Wherein, in described step e), first reinforcing bar tie rod assembly is positioned over corresponding prefabricated light concrete wall panel upper surface
Mounting groove in, then lay mortar, after mortar has been laid, more prefabricated for next block light concrete wall panel put up, complete
Become the assembly of adjacent two prefabricated light concrete wall panels.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all essences in the present invention
Any amendment, equivalent and the improvement etc. made within god and principle, should be included within the scope of the present invention.
Claims (7)
1. a lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall, including wall skeleton (1) and prefabricated light concrete wall panel group
Part (2), described wall skeleton (1) is made up of some groups of columns assemblies, it is characterised in that: described prefabricated light concrete wall panel assembly
(2) it is arranged between adjacent upright posts assembly, is disposed with some in described prefabricated light concrete wall panel assembly (2) at a certain distance
Group reinforcing bar tie rod assembly, described reinforcing bar tie rod assembly is connected with wall skeleton (1), and often group reinforcing bar tie rod assembly is by least edge
Horizontal reinforcement (3a) that body of wall length direction is arranged and along thickness of wall body direction and longitudinal steel of being arranged in columns assemblies both sides
Muscle (3b) forms, and when body of wall pours, is respectively arranged with in the body of wall both sides of the columns assemblies corresponding position of described wall skeleton (1)
Template (4), described template (4) and prefabricated light concrete wall panel assembly (2) cooperatively form the casting space of relative closure, described
Cast-in-place concrete in casting space, by cast-in-place concrete (5) by wall skeleton (1), prefabricated light concrete wall panel assembly (2) with
And reinforcing bar tie rod assembly pours into a single integrated structure.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall the most according to claim 1, it is characterised in that: described some groups are stood
Column assembly along body of wall length direction arrange, often group columns assemblies be made up of at least one column unit, each column unit by
Along thickness of wall body direction arrangement at least one column of ground (6) composition, when described column (6) is multiple, described column unit leads to
Cross connection fastener and connect formation columns assemblies.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall the most according to claim 1, it is characterised in that: described prefabricated light mixed
Solidifying cob wall board component (2) is less than the spacing between adjacent upright posts assembly, contiguous prefabricated light coagulation along the width of body of wall length direction
Cooperatively form casting space between cob wall board component (2) with template (4), the columns assemblies of described wall skeleton (1) is positioned at and pours
In space.
4. according to the lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall described in claim 1,2 or 3, it is characterised in that: described pre-
To arrange prefabricated light concrete wall panel along body of wall short transverse assembled by some for light concrete wall panel assembly (2) processed, described
Reinforcing bar tie rod assembly is arranged between contiguous prefabricated light concrete wall panel.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall the most according to claim 4, it is characterised in that: described prefabricated gently
Concrete panel upper surface is provided with the mounting groove (7) for placing horizontal reinforcement (3a), described mounting groove (7) two ends respectively with
Corresponding casting space connection, described longitudinal reinforcement (3b) is fixing with horizontal reinforcement (3a) to be connected and abuts against corresponding columns assemblies
Side.
6. the construction party of the lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall as described in any one in claim 1 to 5
Method, it is characterised in that: include following construction procedure:
A), wall skeleton is built by column and connection fastener；
B), scene arranges mounting groove, and will be provided with the prefabricated lightweight concrete of mounting groove in prefabricated light concrete wall panel upper surface
Wallboard is separately positioned between adjacent upright posts assembly；
C), make reinforcing bar tie rod assembly, longitudinal reinforcement is welded on horizontal reinforcement according to the position of wall skeleton central post assembly
On, each two longitudinal reinforcement is one group and matches with columns assemblies；
D), the reinforcing bar tie rod assembly made first is vertically arranged, is then inserted by between adjacent two columns, until horizontal steel
After often group longitudinal reinforcement on muscle is corresponding with columns assemblies, make horizontal reinforcement half-twist, wherein horizontal reinforcement be placed to prefabricated gently
In the mounting groove of concrete panel, often organize longitudinal reinforcement and be then separately positioned on the both sides of corresponding columns assemblies, then by reinforcing bar
Tie rod assembly carries out colligation with wall skeleton or welds；
E) assembly, by prefabricated light concrete wall panel is carried out successively, and according to step d) between contiguous prefabricated light concrete wall panel
Mode be respectively provided with reinforcing bar tie rod assembly, and between adjacent two prefabricated light concrete wall panels, lay mortar；
F), after prefabricated light concrete wall panel parts assembling completes, in the body of wall both sides of the columns assemblies corresponding position of wall skeleton
It is respectively provided with template, and is fixed by Screw arbor with nut at both-ends, then carry out concreting, by cast-in-place concrete by body of wall bone
Frame, prefabricated light concrete wall panel assembly and reinforcing bar tie rod assembly pour into a single integrated structure, and described template is reaching prescribed strength
Rear dismounting.
The construction method of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall the most according to claim 6, it is characterised in that:
In described step e), first reinforcing bar tie rod assembly is positioned in the mounting groove of corresponding prefabricated light concrete wall panel upper surface, then
Lay mortar, after mortar has been laid, more prefabricated for next block light concrete wall panel is put up, complete adjacent two prefabricated gently
The assembly of concrete panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610889531.XA CN106245821B (en) | 2016-10-12 | 2016-10-12 | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610889531.XA CN106245821B (en) | 2016-10-12 | 2016-10-12 | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106245821A true CN106245821A (en) | 2016-12-21 |
| CN106245821B CN106245821B (en) | 2018-07-17 |
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| CN201610889531.XA Expired - Fee Related CN106245821B (en) | 2016-10-12 | 2016-10-12 | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall and its construction method |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930430A (en) * | 2017-05-03 | 2017-07-07 | 承德绿建建筑节能科技有限公司 | A kind of wall body structure with dew muscle groove peep hole |
| CN107417211A (en) * | 2017-08-30 | 2017-12-01 | 河北建筑工程学院 | A kind of assembled load bearing heat preserving concrete light steel mixing structural wall board and preparation method thereof |
| CN108756012A (en) * | 2018-06-06 | 2018-11-06 | 中国建材国际工程集团有限公司 | Tensioning rope connection component for connecting concrete panel and its application method |
| CN111764546A (en) * | 2020-06-15 | 2020-10-13 | 成都魔筑科技有限公司 | Construction method for cast-in-place light concrete partition wall of steel bar truss keel mark mold |
| CN111809865A (en) * | 2020-04-30 | 2020-10-23 | 成都魔筑科技有限公司 | A cast-in-place light concrete quick-installation formwork system |
| CN113136941A (en) * | 2020-01-17 | 2021-07-20 | 杨东佐 | Wall formwork prefabricated unit, building structure with wall formwork prefabricated unit and construction method |
| CN117684693A (en) * | 2024-01-18 | 2024-03-12 | 杭州嘉图建筑节能科技有限公司 | Prefabricated building roof structure and installation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106930430A (en) * | 2017-05-03 | 2017-07-07 | 承德绿建建筑节能科技有限公司 | A kind of wall body structure with dew muscle groove peep hole |
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| CN108756012B (en) * | 2018-06-06 | 2024-01-26 | 中国建材国际工程集团有限公司 | Tension rope connection assembly for joining concrete wall panels and method of use |
| CN113136941A (en) * | 2020-01-17 | 2021-07-20 | 杨东佐 | Wall formwork prefabricated unit, building structure with wall formwork prefabricated unit and construction method |
| CN111809865A (en) * | 2020-04-30 | 2020-10-23 | 成都魔筑科技有限公司 | A cast-in-place light concrete quick-installation formwork system |
| CN111997358A (en) * | 2020-04-30 | 2020-11-27 | 成都魔筑科技有限公司 | Support member, support structure thereof and cast-in-place formwork system |
| CN111764546A (en) * | 2020-06-15 | 2020-10-13 | 成都魔筑科技有限公司 | Construction method for cast-in-place light concrete partition wall of steel bar truss keel mark mold |
| CN117684693A (en) * | 2024-01-18 | 2024-03-12 | 杭州嘉图建筑节能科技有限公司 | Prefabricated building roof structure and installation method |
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| CN106245821B (en) | 2018-07-17 |
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