CN114775854A - Sliding type installation method for light steel keel partition wall and structure - Google Patents
Sliding type installation method for light steel keel partition wall and structure Download PDFInfo
- Publication number
- CN114775854A CN114775854A CN202210371419.2A CN202210371419A CN114775854A CN 114775854 A CN114775854 A CN 114775854A CN 202210371419 A CN202210371419 A CN 202210371419A CN 114775854 A CN114775854 A CN 114775854A
- Authority
- CN
- China
- Prior art keywords
- keel
- partition wall
- installation
- vertical
- wallboard
- 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
- 238000005192 partition Methods 0.000 title claims abstract description 73
- 238000009434 installation Methods 0.000 title claims abstract description 56
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 52
- 239000010959 steel Substances 0.000 title claims abstract description 52
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 12
- 238000004140 cleaning Methods 0.000 claims abstract description 7
- 238000011960 computer-aided design Methods 0.000 claims description 7
- 238000013461 design Methods 0.000 claims description 7
- 239000004088 foaming agent Substances 0.000 claims description 6
- 238000011156 evaluation Methods 0.000 claims description 3
- 239000002360 explosive Substances 0.000 claims description 3
- 238000012545 processing Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000011505 plaster Substances 0.000 claims 2
- 239000012634 fragment Substances 0.000 description 12
- 229910052602 gypsum Inorganic materials 0.000 description 4
- 239000010440 gypsum Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
Images
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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/821—Connections between two opposed surfaces (i.e. floor and ceiling) by means of a device offering a restraining force acting in the plane of the partition
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Instructional Devices (AREA)
Abstract
The invention discloses a light steel keel partition wall and structure sliding type installation method, which comprises the following steps: model construction, material preparation, material treatment, frame installation, material conveying, wallboard installation and cleaning operation. The invention adopts a sliding type installation method, has low installation difficulty of the connecting keel and the partition wall and high installation efficiency, can stably position the wallboard when the partition wall is installed, ensures that the partition wall is accurately installed, improves the installation quality and efficiency of the partition wall, and simultaneously can improve the installation precision of the partition wall.
Description
Technical Field
The invention relates to the technical field of keel partition wall installation, in particular to a light steel keel partition wall and a structure sliding type installation method.
Background
Along with the development of modern industry, the house can also be built like machine production, batch complete set's manufacturing, because the building that the prefabricated component was assembled at the building site to the prefabricated construction, and receive people's extensive attention, because light gauge steel partition wall has light in weight, intensity is higher, fire resistance is good, the commonality is strong and install simple and easy characteristic, have the efficiency such as adaptation shockproof, dustproof, give sound insulation, inhale the sound, constant temperature, still have the time limit for a project weak point simultaneously, the construction is simple and convenient, non-deformable etc. for light gauge steel partition wall wide application in the prefabricated construction, when the light gauge steel partition wall is installed, after erectting fossil fragments and cross keel installation, need to connect fossil fragments and wallboard installation operation.
However, the following problems exist in the installation of the existing connecting keel and wallboard: traditional connection fossil fragments and wallboard when installation, the mounting height of connecting fossil fragments and wallboard is higher, needs artifical station to fix a position and install the operation to connecting fossil fragments and wallboard on the ladder, and danger is great, and the installation effectiveness is low, simultaneously, can not carry out stable location operation to the wallboard during current wallboard installation for there is the phenomenon of dislocation during the wallboard installation, has reduced the installation quality and the efficiency of wallboard.
Disclosure of Invention
Based on the technical problems in the background art, the invention provides a light steel keel partition wall and a structure sliding type installation method.
The invention provides a sliding type installation method of a light steel keel partition wall and a structure, which comprises the following steps:
s1 model construction, preliminarily constructing a light gauge steel partition wall structure through computer aided design, preliminarily determining structural parameters of an upper transverse keel, a lower transverse keel, a vertical keel, a connecting keel and a wallboard through design, designing and adjusting the longitudinal dimension of the light gauge steel partition wall according to the vertical construction error of a structural floor slab to be constructed, and finally constructing the light gauge steel partition wall structure model;
s2, preparing materials, namely preparing an upper transverse keel, a lower transverse keel, a vertical keel, a connecting keel, a wallboard and tools required for installing the light steel keel partition wall according to the light steel keel partition wall structure model;
s3, material processing, namely, arranging a plurality of mounting sliding grooves on the prepared wall board, and fixedly arranging a plurality of mounting sliding blocks, connecting sliding blocks and connecting sliding grooves on the upper transverse keel, the lower transverse keel, the vertical keel and the connecting keel;
s4, mounting the frame, and manually mounting the upper transverse keel, the lower transverse keel and the vertical keel processed in the step S3 to the corresponding connecting sliding groove positions through connecting sliding blocks by using a tool, so that the upper transverse keel, the lower transverse keel and the vertical keel are spliced into a frame structure;
s5, conveying materials, namely conveying the connecting keels prepared in the step S2 to the inner walls between the adjacent vertical keels through keel partition wall mounting and conveying equipment, and manually using tools to slidably mount the connecting sliding blocks on the connecting keels on the connecting sliding grooves between the adjacent vertical keels to obtain a complete keel framework;
s6, installing the wallboard, namely, conveying the prepared wallboard in the step S2 to a proper installation position through keel partition installation and conveying equipment, and manually installing the installation groove of the wallboard on the installation sliding block corresponding to the keel framework obtained in the step three by using a tool to obtain the installed reinforced light steel keel partition;
and S7, cleaning, namely manually cleaning the keel partition wall installation site.
Preferably, the step S1 further includes evaluating the damage degree of the light gauge steel partition wall structure model under the action of an explosive load, if the evaluation is not qualified, adjusting the structural parameters of the upper cross keel, the lower cross keel, the vertical keel, the connecting keel, the wall board and the longitudinal dimension of the light gauge steel partition wall, and adjusting the light gauge steel partition wall structure model through computer aided design.
Preferably, in step S4, the light steel keel partition wall structure model is laid out according to the arrangement position in the design drawing.
Preferably, the mutual connection parts of the upper cross keel, the lower cross keel, the vertical keel, the connecting keel and the wallboard are fixedly connected through full welding.
Preferably, a plurality of reinforcing rib plates are additionally arranged among the upper cross keel, the lower cross keel and the vertical keel.
Preferably, when the frame is installed and the wallboard is installed, the installation position is fixed through the fixing piece which is designed as a shooting nail.
Preferably, a PE rod is filled at the joint of the installation sliding block and the installation sliding groove, a PU foaming agent is filled, and finally plastering gypsum is used for leveling.
Preferably, a PE rod is filled at the joint of the connecting sliding block and the connecting sliding groove, a PU foaming agent is filled, and finally plastering gypsum is used for leveling.
According to the light steel keel partition wall and the sliding type mounting method for the structure, the sliding type mounting method is adopted, the mounting difficulty of the connecting keel and the partition wall is low, the mounting efficiency is high, stable positioning operation can be carried out on a wallboard when the partition wall is mounted, the partition wall is accurate in position when mounted, the mounting quality and efficiency of the partition wall are improved, and meanwhile, the mounting precision of the partition wall can be improved.
Drawings
Fig. 1 is a schematic flow chart of a sliding installation method of a light steel keel partition wall and a structure according to the invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1, a sliding installation method of a light steel keel partition wall and a structure includes the following steps:
s1 model construction, preliminarily constructing a light gauge steel partition wall structure through computer aided design, preliminarily determining structural parameters of an upper transverse keel, a lower transverse keel, a vertical keel, a connecting keel and a wallboard through design, designing and adjusting the longitudinal dimension of the light gauge steel partition wall according to the vertical construction error of a structural floor slab to be constructed, and finally constructing the light gauge steel partition wall structure model;
s2, preparing materials, namely preparing an upper cross keel, a lower cross keel, a vertical keel, a connecting keel, a wallboard and tools required by the installation of the partition wall of the light steel keel according to the partition wall structure model of the light steel keel;
s3, material processing, namely, arranging a plurality of mounting sliding grooves on the prepared wall board, and fixedly arranging a plurality of mounting sliding blocks, connecting sliding blocks and connecting sliding grooves on the upper transverse keel, the lower transverse keel, the vertical keel and the connecting keel;
s4, mounting the frame, and manually mounting the upper transverse keel, the lower transverse keel and the vertical keel processed in the step S3 to the corresponding connecting sliding groove positions through connecting sliding blocks by using a tool, so that the upper transverse keel, the lower transverse keel and the vertical keel are spliced into a frame structure;
s5, conveying materials, namely conveying the connecting keels prepared in the step S2 to the inner walls between the adjacent vertical keels through keel partition wall mounting and conveying equipment, and manually using tools to slidably mount the connecting sliding blocks on the connecting keels on the connecting sliding grooves between the adjacent vertical keels to obtain a complete keel framework;
s6, installing the wallboard, namely, conveying the prepared wallboard in the step S2 to a proper installation position through keel partition installation and conveying equipment, and manually installing the installation groove of the wallboard on the installation sliding block corresponding to the keel framework obtained in the step three by using a tool to obtain the installed reinforced light steel keel partition;
and S7, cleaning, namely manually cleaning the keel partition wall installation site.
In the invention, the step S1 also comprises the steps of evaluating the damage degree of the light gauge steel partition wall structure model under the action of explosive load, if the evaluation is not qualified, adjusting the structural parameters of the upper cross keel, the lower cross keel, the vertical keel, the connecting keel and the wall board and the longitudinal dimension of the light gauge steel partition wall, and adjusting the light gauge steel partition wall structure model through computer aided design.
In the invention, step S4 is carried out according to the configuration position in the design drawing of the light steel keel partition wall structure model.
In the invention, the mutual connection parts of the upper cross keel, the lower cross keel, the vertical keel, the connecting keel and the wallboard are fixedly connected through full welding.
In the invention, a plurality of reinforcing rib plates are additionally arranged among the upper cross keel, the lower cross keel and the vertical keel.
According to the invention, when the frame and the wallboard are installed, the installation position is fixed through the fixing piece which is designed as a shooting nail.
In the invention, a PE rod is filled at the joint of the mounting slide block and the mounting chute, PU foaming agent is filled, and finally plastering gypsum is used for leveling.
According to the invention, a PE rod is filled at the joint of the connecting slide block and the connecting chute, PU foaming agent is filled, and finally plastering gypsum is used for leveling.
The invention comprises the following steps: preliminarily constructing a light steel keel partition wall structure through computer aided design, preliminarily determining structural parameters of an upper transverse keel, a lower transverse keel, a vertical keel, a connecting keel and a wallboard through design, designing and adjusting the longitudinal dimension of the light steel keel partition wall according to vertical construction errors of a structural floor slab required to be constructed, finally constructing a light steel keel partition wall structure model, preparing the upper transverse keel, the lower transverse keel, the vertical keel, the connecting keel, the wallboard and tools required by the installation of the light steel keel partition wall according to the light steel keel partition wall structure model, fixedly installing a plurality of installation sliding blocks and connecting sliding grooves on the upper transverse keel, the lower transverse keel, the vertical keel and the connecting keel, and manually installing the processed upper transverse keel, lower transverse keel and vertical keel on the corresponding connecting sliding grooves through the connecting sliding blocks by using tools, make the upper cross keel, lower cross keel and centre keel splice into frame construction, carry the inner wall between the adjacent centre keel through fossil fragments partition wall installation conveying equipment with prepared connection fossil fragments, link block slidable mounting on connecting the fossil fragments is on the connection spout between the adjacent centre keel, obtain complete fossil fragments skeleton, carry suitable mounted position through fossil fragments partition wall installation conveying equipment with prepared wallboard, artifical use tool is installed the mounting groove of wallboard on the installation slider that the fossil fragments skeleton that obtains in step three corresponds, obtain the strenghthened type light gauge steel partition wall of installation completion, the manual work is cleared up the operation to fossil fragments partition wall installation scene
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (8)
1. A sliding type installation method for a light steel keel partition wall and a structure is characterized by comprising the following steps:
s1 model construction, preliminarily constructing a light gauge steel partition wall structure through computer aided design, preliminarily determining the structural parameters of an upper transverse keel, a lower transverse keel, a vertical keel, a connecting keel and a wallboard through design, designing and adjusting the longitudinal dimension of the light gauge steel partition wall according to the vertical construction error of a structural floor slab to be constructed, and finally constructing the light gauge steel partition wall structure model;
s2, preparing materials, namely preparing an upper transverse keel, a lower transverse keel, a vertical keel, a connecting keel, a wallboard and tools required for installing the light steel keel partition wall according to the light steel keel partition wall structure model;
s3, material processing, namely, arranging a plurality of mounting sliding grooves on the prepared wall board, and fixedly arranging a plurality of mounting sliding blocks, connecting sliding blocks and connecting sliding grooves on the upper transverse keel, the lower transverse keel, the vertical keel and the connecting keel;
s4, mounting the frame, and manually mounting the upper transverse keel, the lower transverse keel and the vertical keel processed in the step S3 to the corresponding connecting sliding groove positions through connecting sliding blocks by using a tool, so that the upper transverse keel, the lower transverse keel and the vertical keel are spliced into a frame structure;
s5, conveying materials, namely conveying the connecting keels prepared in the step S2 to the inner walls between the adjacent vertical keels through keel partition wall mounting and conveying equipment, and manually using tools to slidably mount the connecting sliding blocks on the connecting keels on the connecting sliding grooves between the adjacent vertical keels to obtain a complete keel framework;
s6, installing the wallboard, namely, conveying the prepared wallboard in the step S2 to a proper installation position through keel partition installation conveying equipment, and manually installing the installation groove of the wallboard on the installation sliding block corresponding to the keel framework obtained in the step three by using a tool to obtain the installed reinforced light steel keel partition;
and S7, cleaning, namely manually cleaning the keel partition wall installation site.
2. The method as claimed in claim 1, wherein the step S1 further includes evaluating damage degree of the structural model of the light gauge steel partition wall under the action of explosive load, and if the evaluation is not qualified, adjusting structural parameters of the upper cross keel, the lower cross keel, the vertical keel, the connecting keel, the wall plate and the longitudinal dimension of the light gauge steel partition wall, and adjusting the structural model of the light gauge steel partition wall through computer aided design.
3. The method of claim 1, wherein the step S4 is performed by paying out the light gauge steel wall according to the arrangement position in the design drawing of the light gauge steel wall structure model.
4. The sliding type installation method of the light steel keel partition wall and the structure according to claim 1, wherein the mutual connection positions of the upper cross keel, the lower cross keel, the vertical keel, the connecting keel and the wall board are fixed through full welding.
5. The sliding type installation method of the light steel keel partition wall and the structure according to claim 1, wherein a plurality of reinforcing rib plates are additionally arranged among the upper cross keel, the lower cross keel and the vertical keel.
6. The method of claim 1, wherein the frame and wall panels are assembled by fixing the assembly position with fasteners designed as shooting nails.
7. The method of claim 1, wherein the joint of the installation slide block and the installation chute is filled with a PE rod, filled with PU foaming agent, and leveled with plaster.
8. The method of claim 1, wherein the connection of the connecting blocks and the connecting chutes is filled with a PE rod, filled with a PU foaming agent, and leveled with plaster.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210371419.2A CN114775854A (en) | 2022-04-11 | 2022-04-11 | Sliding type installation method for light steel keel partition wall and structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210371419.2A CN114775854A (en) | 2022-04-11 | 2022-04-11 | Sliding type installation method for light steel keel partition wall and structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114775854A true CN114775854A (en) | 2022-07-22 |
Family
ID=82429760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210371419.2A Pending CN114775854A (en) | 2022-04-11 | 2022-04-11 | Sliding type installation method for light steel keel partition wall and structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114775854A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106021830A (en) * | 2016-07-20 | 2016-10-12 | 邱炎新 | Self-adapting building structure construction error construction method of light steel keel partition wall |
| CN207048122U (en) * | 2017-04-24 | 2018-02-27 | 青岛品冠易木环保材料有限公司 | A kind of high-intensity wood plastic ash wall body plate |
| CN210530217U (en) * | 2019-08-08 | 2020-05-15 | 银广厦集团有限公司 | Indoor isolation noise reduction wall |
| CN211257435U (en) * | 2019-09-25 | 2020-08-14 | 杨帆 | Sound-absorbing decorative partition wall mounting structure for fine finishing engineering |
| CN113047639A (en) * | 2021-05-17 | 2021-06-29 | 武汉梓翰装饰工程有限公司 | Installation and construction method for reinforced light steel keel partition wall |
| CN113235856A (en) * | 2021-05-13 | 2021-08-10 | 浙江亚厦装饰股份有限公司 | Leveling method of assembly type triangular keel system |
| CN215977908U (en) * | 2021-07-22 | 2022-03-08 | 深圳和海枫建设集团有限公司 | Integral light steel keel partition wall structure |
-
2022
- 2022-04-11 CN CN202210371419.2A patent/CN114775854A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106021830A (en) * | 2016-07-20 | 2016-10-12 | 邱炎新 | Self-adapting building structure construction error construction method of light steel keel partition wall |
| CN207048122U (en) * | 2017-04-24 | 2018-02-27 | 青岛品冠易木环保材料有限公司 | A kind of high-intensity wood plastic ash wall body plate |
| CN210530217U (en) * | 2019-08-08 | 2020-05-15 | 银广厦集团有限公司 | Indoor isolation noise reduction wall |
| CN211257435U (en) * | 2019-09-25 | 2020-08-14 | 杨帆 | Sound-absorbing decorative partition wall mounting structure for fine finishing engineering |
| CN113235856A (en) * | 2021-05-13 | 2021-08-10 | 浙江亚厦装饰股份有限公司 | Leveling method of assembly type triangular keel system |
| CN113047639A (en) * | 2021-05-17 | 2021-06-29 | 武汉梓翰装饰工程有限公司 | Installation and construction method for reinforced light steel keel partition wall |
| CN215977908U (en) * | 2021-07-22 | 2022-03-08 | 深圳和海枫建设集团有限公司 | Integral light steel keel partition wall structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109339220B (en) | Assembled integral stairwell and production and construction method thereof | |
| CN105649196A (en) | Modularized building system | |
| CN113718648A (en) | Special-shaped curve structure steel-concrete combined tower segment and manufacturing process | |
| CN110869568B (en) | Improvements in reinforced concrete wall modules for building ventilation in general and special industrial building systems | |
| CN113374138B (en) | Construction method of concrete dry-hanging curtain wall | |
| CN110847464B (en) | Construction and measurement method for ensuring levelness of top plate of cast-in-place structure | |
| CN114775854A (en) | Sliding type installation method for light steel keel partition wall and structure | |
| CN112482779A (en) | Integral hoisting construction method for cornice bucket arch of antique building | |
| CN116498061A (en) | High formwork construction method for arc-shaped structure | |
| CN116910854A (en) | Large-span arch concrete structure construction method based on digital construction | |
| CN112282381A (en) | Mounting and positioning device for assembly type building wall and working method thereof | |
| CN209924192U (en) | Assembled modularization light partition wall house structure | |
| CN116816103A (en) | External expansion type construction method for large-span aluminum alloy single-layer reticulated shell dome structure | |
| CN105317180A (en) | Semi-assembly stair with prefabricated steps | |
| CN210809987U (en) | Modularized light wall and fixedly-mounted furniture assembly | |
| CN218933444U (en) | Assembled mounting structure of scene is built to exhibition ancient times | |
| CN105370048A (en) | Construction method of ultrahigh ultralong steam pressing lightweight aerated concrete panel wall | |
| CN205369755U (en) | Prefabricated half assembled stair of ladder step | |
| CN220978862U (en) | Floor leveling auxiliary device | |
| CN110735529A (en) | Construction process for shear wall plastic-wood combined template ultra-low-loss supporting construction | |
| CN114961059B (en) | Connecting component for open type metal curtain wall and construction method thereof | |
| CN216787893U (en) | Prefabricated shear wall positioner | |
| CN117846295B (en) | Construction method of stair railing with hyperboloid and arc chamfer | |
| CN220395071U (en) | Assembled dry-hanging composite aluminum plate wall surface | |
| CN220790416U (en) | Indoor wall GRG dry-hanging assembled steel frame structure |
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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20220722 |