CN117386149A - Technical process for assembling building by adopting inorganic plates - Google Patents
Technical process for assembling building by adopting inorganic plates Download PDFInfo
- Publication number
- CN117386149A CN117386149A CN202311053778.4A CN202311053778A CN117386149A CN 117386149 A CN117386149 A CN 117386149A CN 202311053778 A CN202311053778 A CN 202311053778A CN 117386149 A CN117386149 A CN 117386149A
- Authority
- CN
- China
- Prior art keywords
- box body
- steel bars
- slurry
- building
- foundation
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000002002 slurry Substances 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 description 12
- 238000005187 foaming Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 5
- 239000011449 brick Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000010422 painting Methods 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a technical process for assembling a building by adopting inorganic plates, which comprises the following steps: s1: finishing the foundation construction of the building; s2: inserting the steel bars at the bearing structure on the foundation according to the design drawing; s3: connecting the bearing structure with the inner wall plate and the outer wall plate at the corner through connecting pieces to form a closed box body and inserting the box body onto a foundation; s4: injecting slurry into the box body formed in the step S3 to a specified height; s5: connecting the non-bearing structure with the inner wall plate and the outer wall plate at the door and window positions through connecting pieces to form a closed box body and inserting the box body onto a foundation; s6: injecting non-bearing slurry into the box body formed in the step S5 to a specified height; s7: installing ring beam steel bars, inner beam steel bars and column steel bars, and assembling the inner beam and column plates by using connecting pieces to form a box body; s8: injecting slurry into the box body formed in the step S7 to a specified height; s9: paving a top plate above the beam column, wherein the structure of the top plate faces upwards; s10: and installing reinforcing steel bars on the top plate, and pouring slurry.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a technical process for assembling a building by adopting inorganic plates.
Background
In the construction engineering, for the bearing structure, a template (the template usually adopts a wood die, an aluminum film and a steel die) is firstly supported before and after the reinforcement is distributed, then concrete pouring is carried out, and the bearing structure is removed after drying; for non-load bearing structures, bricks need to be built; and the outer parts of the inner wall plate and the outer wall plate are also required to be paved with heat insulation materials, painted and decorated, and the like. The construction time in the whole construction period is long, the fund investment is high, and the cost performance is low.
Disclosure of Invention
The invention aims to provide a technical process for assembling a building by adopting inorganic plates, which aims to solve the technical problems in the background technology.
In order to achieve the above purpose, the technical scheme adopted by the invention is as follows:
a technical process for splicing buildings by adopting inorganic plates comprises the following steps:
s1: finishing the foundation construction of the building;
s2: inserting the steel bars at the bearing structure on the foundation according to the design drawing;
s3: connecting the bearing structure with the inner wall plate and the outer wall plate at the corner through connecting pieces to form a closed box body and inserting the box body onto a foundation;
s4: injecting slurry into the box body formed in the step S3 to a specified height;
s5: connecting the non-bearing structure with the inner wall plate and the outer wall plate at the door and window positions through connecting pieces to form a closed box body and inserting the box body onto a foundation;
s6: injecting non-bearing slurry into the box body formed in the step S5 to a specified height;
s7: installing ring beam steel bars, inner beam steel bars and column steel bars, and assembling the inner beam and column plates by using connecting pieces to form a box body;
s8: injecting slurry into the box body formed in the step S7 to a specified height;
s9: paving a top plate above the beam column, wherein the structure of the top plate faces upwards;
s10: and installing reinforcing steel bars on the top plate, and pouring slurry.
As a further improvement of the invention, the connecting piece is in a cuboid shape, one side or two sides of the connecting piece are provided with through structure grooves, and the structure grooves are internally connected with the inner wallboard and/or the outer wallboard.
As a further improvement of the invention, the slurry and the non-load bearing slurry are injected batchwise or in one go.
As a further improvement of the present invention, a dovetail groove is provided at the structural surface in S9.
The beneficial effects of adopting above-mentioned technical scheme to produce lie in:
the invention adopts the assembly technology process, various applicable plates, inner wall plates and outer wall plates are assembled into a whole according to the design scheme, and then different slurries are injected according to the structural requirement, for example: structural concrete, foaming concrete, local materials with local materials and the like, thereby reducing a plurality of links such as formwork supporting, formwork removing, building block brick laying, inner and outer wall heat preservation, inner and outer wall painting and the like in building construction, shortening construction time and achieving the purpose of reducing capital cost.
Drawings
FIG. 1 is an exploded view of a building of the present invention;
FIG. 2 is a schematic view of a portion of a structure of a building according to the present invention;
FIG. 3 is a schematic view of a connector according to the present invention;
the figure indicates: 1 steel bar, 2 connecting pieces, 3 inner wall boards, 4 outer wall boards and 5 structural grooves.
Detailed Description
The present invention will be described more fully hereinafter with reference to the accompanying drawings, in which the objects, structures, and functions of the invention are shown.
The invention relates to a technical process for assembling a building by adopting inorganic plates, which comprises the following steps:
s1: finishing the foundation construction of the building; the foundation construction comprises the projects of leveling a field, paying off, piling, excavating, pile cutting or pile supplementing, cushion layer paying off, foundation waterproofing, foundation reinforcing steel bars and the like;
s2: inserting the steel bars at the bearing structure on the foundation according to the design drawing, and ensuring the integrity of the steel bars of the bearing structure;
s3: connecting the bearing structure with the inner wall plate and the outer wall plate at the corner through the connecting piece to form a closed box body and inserting the closed box body onto a foundation, wherein the inside of the box body is provided with reinforcing steel bars in S2 for bearing;
s4: injecting slurry into the box body formed in the step S3 to a specified height, wherein the slurry can be selected from structural concrete, foaming concrete, local materials with local materials and the like, the structural concrete is selected, the slurry can be injected in batches or at one time according to requirements, and the specified height is adapted to the height of a building;
s5: connecting the non-bearing structure with the inner wall plate and the outer wall plate at the door and window positions through connecting pieces to form a closed box body and inserting the box body onto a foundation;
s6: injecting non-bearing slurry into the box body formed in the step S5 to a specified height, wherein the slurry can be selected from structural concrete, foaming concrete, local materials with local materials and the like, the non-bearing structural concrete is selected, the non-bearing structural concrete can be injected in batches or at one time according to requirements, and the specified height is adapted to the height of a building;
s7: installing ring beam steel bars, inner beam steel bars and column steel bars, and assembling the inner beam and column plates by using connecting pieces to form a box body;
s8: injecting slurry into the box body formed in the step S7 to a specified height, wherein the slurry can be selected from structural concrete, foaming concrete, local materials with local materials and the like, and the structural concrete is selected;
s9: a top plate is paved above the beam column, the structural surface of the top plate faces upwards, in the embodiment, a dovetail groove is formed in the structural surface, and the top plate can be of a proper specification and size according to design;
s10: and installing reinforcing steel bars on the top plate, and pouring slurry.
The connecting piece is cuboid, one side or two sides of the connecting piece are provided with through structural grooves, the structural grooves are internally connected with the inner wall plate and/or the outer wall plate, and inorganic materials are selected as manufacturing materials. When the door and window are spliced, the connecting piece with the structural groove on one side is adopted, and when the door and window splicing device is used, one surface of the connecting piece without the structural groove faces outwards and serves as the side edge of a door and window opening. When other plates are spliced, the connecting pieces with the structural grooves on the two sides can be adopted as required, and when the connecting piece is used, the independent plates are spliced in the structural grooves, so that the independent plates are connected into a whole, the traditional metal fixing frame in the formwork is replaced, and the connecting piece is not required to be removed after the connecting piece is used. In addition, the connecting piece can be provided with a through hole, and the extending direction of the through hole is consistent with that of the structural groove and is used for burying pipelines or arranging reinforcing steel bars.
The invention adopts the assembly technology process, various applicable plates, inner wall plates and outer wall plates are assembled into a whole according to the design scheme, and then different slurries are injected according to the structural requirement, for example: structural concrete, foaming concrete, local materials with local materials and the like, thereby reducing a plurality of links such as formwork supporting, formwork removing, building block brick laying, inner and outer wall heat preservation, inner and outer wall painting and the like in building construction, improving the assembly rate of the building, shortening the construction time and achieving the purpose of reducing the capital cost.
It will be understood that the invention has been described in terms of several embodiments, and that various changes and equivalents may be made to these features and embodiments by those skilled in the art without departing from the spirit and scope of the invention. In addition, many modifications may be made to adapt a particular situation or material to the teachings of the invention without departing from the essential scope thereof. Therefore, it is intended that the invention not be limited to the particular embodiment disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.
Claims (4)
1. A technical process for assembling a building by adopting inorganic plates is characterized in that: the flow is as follows:
s1: finishing the foundation construction of the building;
s2: inserting the steel bars at the bearing structure on the foundation according to the design drawing;
s3: connecting the bearing structure with the inner wall plate and the outer wall plate at the corner through connecting pieces to form a closed box body and inserting the box body onto a foundation;
s4: injecting slurry into the box body formed in the step S3 to a specified height;
s5: connecting the non-bearing structure with the inner wall plate and the outer wall plate at the door and window positions through connecting pieces to form a closed box body and inserting the box body onto a foundation;
s6: injecting non-bearing slurry into the box body formed in the step S5 to a specified height;
s7: installing ring beam steel bars, inner beam steel bars and column steel bars, and assembling the inner beam and column plates by using connecting pieces to form a box body;
s8: injecting slurry into the box body formed in the step S7 to a specified height;
s9: paving a top plate above the beam column, wherein the structure of the top plate faces upwards;
s10: and installing reinforcing steel bars on the top plate, and pouring slurry.
2. The process for assembling a building using inorganic boards according to claim 1, wherein: the connecting piece is cuboid, one side or both sides are provided with through structure grooves, and the structure grooves are internally connected with the inner wallboard and/or the outer wallboard.
3. The process for assembling a building using inorganic boards according to claim 1, wherein: the slurry and the non-load bearing slurry are injected in batches or at one time.
4. The process for assembling a building using inorganic boards according to claim 1, wherein: and S9, a dovetail groove is formed in the structural surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311053778.4A CN117386149A (en) | 2023-08-21 | 2023-08-21 | Technical process for assembling building by adopting inorganic plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311053778.4A CN117386149A (en) | 2023-08-21 | 2023-08-21 | Technical process for assembling building by adopting inorganic plates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN117386149A true CN117386149A (en) | 2024-01-12 |
Family
ID=89435124
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311053778.4A Pending CN117386149A (en) | 2023-08-21 | 2023-08-21 | Technical process for assembling building by adopting inorganic plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117386149A (en) |
-
2023
- 2023-08-21 CN CN202311053778.4A patent/CN117386149A/en active Pending
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20100037555A1 (en) | System and Method For Precision Grinding and Self-Leveling Installation of Concrete Masonry Systems | |
| CN108222270B (en) | Assembling construction building method of prefabricated building | |
| CN214402295U (en) | Prefabricated formula concrete shear wall structure | |
| JPH0419137Y2 (en) | ||
| US20230272629A1 (en) | Formwork panel | |
| CN211817946U (en) | Template structure of cast-in-place bare concrete wall | |
| CN117386149A (en) | Technical process for assembling building by adopting inorganic plates | |
| CN116378428A (en) | Construction method of longitudinal rib superimposed shear wall structure wall | |
| CN215254581U (en) | Tool type beam column joint angle mould | |
| CN112663788B (en) | Assembled rapid construction method | |
| EP1726728B1 (en) | Method of erecting a partition wall integrated with a concrete floor | |
| US20060257210A1 (en) | Residential basement flooring system and method using pier capitals for supporting pre-cast slabs | |
| CN210002879U (en) | kinds of steel mould for water-stop tongue-and-groove of upstream face external wall | |
| KR20220010301A (en) | Deck panel for Euroform | |
| CN216196546U (en) | Wood formwork unit and wood formwork system | |
| CN110185254A (en) | A kind of Combined aluminum alloy template system and its application method | |
| CN215253401U (en) | Lattice formula steel sheet concrete L type structure | |
| JPH0419135Y2 (en) | ||
| CN220433734U (en) | A template system for construction of underground space concrete structure | |
| JPH0657710A (en) | Construction of concrete main tower | |
| CN216552513U (en) | Fabricated batten wall constructional column prefabricated part based on straight tenon | |
| JPH10299003A (en) | Foundation work using precast concrete member | |
| CN218116936U (en) | Special-shaped prefabricated section | |
| CN210659335U (en) | Auxiliary installation device for installation and construction of PCF (fiber reinforced polymer) board of prefabricated building conversion layer | |
| KR20220135782A (en) | Installation method for |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |