CN219298535U - Combined light partition board partition system - Google Patents
Combined light partition board partition system Download PDFInfo
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- CN219298535U CN219298535U CN202222228307.XU CN202222228307U CN219298535U CN 219298535 U CN219298535 U CN 219298535U CN 202222228307 U CN202222228307 U CN 202222228307U CN 219298535 U CN219298535 U CN 219298535U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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Abstract
The utility model discloses a combined light partition board partition system, which comprises an autoclaved aerated block masonry partition (1), a glass fiber reinforced cement slat partition (2) and a light steel keel partition (3) which are fixedly connected; the light steel keel partition wall (3) comprises a plurality of sections of vertical keels (15) and transverse keels (17) fixedly connected with the vertical keels; the top end is fixedly connected with the steel frame conversion layer (20) through a through bolt (10) and an angle steel (18); the bottom is fixedly connected with the glass fiber reinforced cement ribbon board partition wall (2) through an expansion bolt (11) and an angle steel (18); the utility model satisfies numerous advantages of water resistance, fire resistance, energy conservation, environmental protection, sound insulation and the like, reduces occupied area for indoor space, lightens self weight of a building, has short construction period and greatly reduces construction cost.
Description
Technical Field
The utility model relates to a partition wall system in the field of building construction, in particular to a combined light partition wall board partition wall system.
Background
In decoration construction, the partition wall occupies very big proportion, and is different with the wall body of building main part, and the partition wall of decoration stage need not play the effect of weighing, and its main effect is to cut apart different functional spaces or regions, and according to the demand and the relevant standard of different spaces, also different to the requirement of wall body, traditional partition wall is brickwork partition wall or steelframe partition wall generally, and its is massive and the process is relatively complicated, and the application of light partition wall board provides new solution thinking for decorating the partition wall problem in space, compares in traditional brickwork partition wall or steelframe partition wall, and the various characteristics of light partition wall board all have bright eye. The existing light partition board has the defects of structure and connection relation, and cannot be effectively used as a wall body to support and resist earthquake, and has no structural defects of water resistance and fire resistance.
For large projects, the load brought by a newly built partition wall to the structure is often one of key factors restricting scheme design and even construction progress, and the combined light partition wall board partition wall system has the advantages of small quality, green energy conservation and convenience in construction and has a remarkable effect on solving the problems.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a combined light partition board partition system which has the characteristics of earthquake resistance, water resistance, fire resistance, small mass, environment friendliness, energy conservation and convenience in construction.
The utility model adopts the technical scheme for solving the technical problems that:
a combined light partition board partition system comprises an autoclaved aerated block masonry wall, a glass fiber reinforced cement slat partition wall and a light steel keel partition wall which are fixedly connected; the glass fiber reinforced cement ribbon board partition wall comprises glass fiber reinforced cement ribbon boards, wherein the bottom ends of the glass fiber reinforced cement ribbon boards are fixedly connected with an autoclaved aerated block masonry wall through channel steel, and the glass fiber reinforced cement ribbon boards are fixedly connected with a structural column through a shock-resistant connecting piece pipe clamp; the light steel keel partition wall comprises a plurality of sections of vertical keels and transverse keels fixedly connected with the vertical keels; the top end of the light steel keel partition wall is fixedly connected with the steel frame conversion layer through a butt-penetrating bolt and angle steel, and the bottom is fixedly connected with the glass fiber reinforced cement slat partition wall through an expansion bolt and angle steel.
The autoclaved aerated block masonry wall comprises a 200mm concrete guide beam, an autoclaved aerated block masonry with the height of 1000mm and a concrete beam with the height of 200mm above the autoclaved aerated block masonry wall. The autoclaved aerated block masonry partition wall has the characteristic of high strength and is used for fixing a water tank steel frame, a urinal steel frame and the like of a toilet.
The glass fiber reinforced cement ribbon board partition wall is provided with vertical steel frameworks at intervals as constructional columns.
The anti-seismic connecting piece pipe clamps are fixedly connected in a nail shooting mode. The pipe clamps of each anti-seismic connecting piece are not less than 2 shooting nails; preferably, the spacing S between the pipe clamps of the anti-seismic connectors is not more than 1000mm, and the spacing S between the anti-seismic connectors at the top or bottom is not more than 300mm; at least one anti-seismic connecting piece pipe clamp is arranged at the joint of the top plate or the bottom plate and the plate respectively; the anti-seismic connecting piece pipe clamps are fixedly connected through a nail shooting mode; the pipe clamps of each anti-seismic connecting piece are not less than 2 shooting nails, and the shooting nail length is 25mm.
And the plate at the top of the door opening of the glass fiber reinforced cement slat partition wall is fixedly connected with the structure post after pouring and curing.
The distance between the vertical keels is 1000mm-1200mm; the distance between the transverse keels is 400mm-600mm.
The light steel keel partition wall is filled with a fireproof rock wool layer, and an externally hung steel plate net and a cement plate for facing are arranged on the outer side of the light steel keel partition wall; the light steel joist partition wall has the functions of 1: providing a fire blocking, 2: sound insulation and privacy protection.
And a fireproof rock wool layer is filled between the vertical keels and the transverse keels of the light steel keel partition wall.
The autoclaved aerated block masonry wall comprises a C20 fine stone concrete guide wall with the bottom of 200mm high, autoclaved aerated block masonry with the height of 1000mm and C20 concrete lintel with the height of 200mm on the masonry on the guide girder.
The technical scheme of the utility model has the beneficial effects that:
the building construction method has the advantages of dampproofing, earthquake resistance, sound insulation, fire prevention, heat preservation, small occupied area, good strength, convenience in construction and the like, reduces occupied area for indoor space, lightens self weight of a building, is short in construction period and greatly reduces construction cost.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a fastening structure according to the present utility model;
FIG. 3 is a schematic diagram of the structural relationship of the present utility model;
in the figure: 1-autoclaved aerated block masonry wall, 2-glass fiber reinforced cement slab partition wall, 3-light steel joist partition wall, 4-concrete guide beam, 5-autoclaved aerated block masonry, 6-concrete beam, 7-channel steel, 8-glass fiber reinforced cement slab, 9-plastering leveling layer, 10-opposite penetrating bolts, 11-expansion bolts, 12-screws, 13-steel plate net, 14-cement plate, 15-vertical joist, 16-fireproof rock wool layer, 17-transverse joist, 18-angle steel, 19-vertical steel skeleton, 20-steel frame conversion layer, 21-plate, 22-structural column, 23-anti-seismic connector pipe clamp and 24-shooting nail.
Detailed Description
The combined light partition wall board partition wall system as shown in fig. 1, 2 and 3 comprises an autoclaved aerated block masonry wall 1, a glass fiber reinforced cement batten partition wall 2, a light steel joist partition wall 3, a concrete girder 4, an autoclaved aerated block masonry 5, a concrete beam 6, channel steel 7, a glass fiber reinforced cement batten 8, a plastering leveling layer 9, an opposite penetrating bolt 10, an expansion bolt 11, a screw 12, a steel plate net 13, a cement plate 14, a vertical keel 15, a fireproof rock wool layer 16, a transverse keel 17, angle steel 18, a vertical steel skeleton 19, a steel frame conversion layer 20, a plate 21, a structural column 22, an anti-seismic connector pipe clamp 23 and a shooting nail 24.
The glass fiber reinforced cement ribbon board partition wall 2 comprises glass fiber reinforced cement ribbon boards 8, and the bottom ends of the glass fiber reinforced cement ribbon boards are fixedly connected with the autoclaved aerated block masonry wall 1 through channel steel 7; the top end of the glass fiber reinforced cement slat 8 is fixedly connected with the light steel keel partition wall 3 through an expansion bolt 11 and an angle steel 18; the light steel keel partition wall 3 is fixedly connected with the steel frame conversion layer 20 through a through bolt 10, an angle steel 18 and a screw 12; the light steel keel partition wall 3 comprises a plurality of sections of vertical keels 15 and transverse keels 17 fixedly connected with each other; the top end of the light steel keel partition wall 3 is fixedly connected with a plate 21 of the floor slab through the expansion bolts 11 and the angle steel 18. The angle steel is hot dip galvanized angle steel; the glass fiber reinforced cement ribbon board partition wall 2 is fixedly connected with the structural column 22 through the anti-seismic connector pipe clamp 23.
The autoclaved aerated block masonry wall 1 comprises a lower concrete guide beam 4, an autoclaved aerated block masonry 5 and an upper concrete beam 6 which are fixedly connected.
The glass fiber reinforced cement ribbon board partition walls 2 are provided with vertical steel frameworks 19 at intervals; preferably, the glass fiber reinforced cement ribbon board partition wall 2 is provided with vertical steel frameworks 19 at intervals exceeding 4 meters, and the vertical steel frameworks are square tubes.
The anti-seismic connector pipe clamp 23 is fixedly connected in a nail shooting mode; each anti-seismic connector pipe clamp is not less than 2 shooting nails 24; preferably, the spacing S between the pipe clamps 23 of the anti-seismic connectors is not greater than 1000mm, and the spacing S between the anti-seismic connectors at the top or bottom is not greater than 300mm; at least one anti-seismic connector pipe clamp 23 is arranged at the joint between the top plate and the bottom plate respectively; the anti-seismic connector pipe clamps 23 are fixedly connected through a nail shooting mode; the pipe clamp 23 of each anti-seismic connector is not less than 2 shooting nails 24, and the shooting nail length is 25mm.
The plate 21 at the top of the door opening of the glass fiber reinforced cement slat partition wall 2 is fixedly connected with the structure column 22 after casting and curing.
The height of the high concrete guide beam below the high concrete guide beam is 200mm; the height of the high autoclaved aerated block masonry 5 is 1000mm; the high concrete beam 6 is 200mm high. The spacing between the vertical keels 15 is 1000mm-1200mm; the spacing between the transverse keels 17 is 400mm-600mm.
The light steel joist partition wall 3 is filled with a fireproof rock wool layer 16, and an externally hung steel plate net 13 and a cement plate 14 for facing are arranged on the outer side.
The outer layer of the glass fiber reinforced cement ribbon board partition wall 2 is a plastering leveling layer 9.
The height of the autoclaved aerated block masonry partition wall masonry is 1400mm, the height of the GRC partition wall is 1800mm, and the height of the light steel joist partition wall reaches the bottom of the floor slab.
The manufacturing process and method of the combined light partition board partition system are as follows:
1. building the autoclaved aerated block partition wall: the height of the concrete guide beam is 200mm, the height of the autoclaved aerated block is 1000mm, and the height of the concrete beam is 200mm.
2. Light glass fiber reinforced cement ribbon board installation: and cleaning the bottom layer of the part to be installed with the partition plate, ensuring the clean contact surface, measuring the side line according to the design construction drawing, marking the positions of the structural column and the door opening, and planning the size of the plate in advance and cutting when the position of the door opening and the position of the structural column are needed to be cut when the installation of the partition plate is started from one side of the structural column. When the single plate is installed with the wallboard, the top end and the side edge rabbets of the glass fiber reinforced cement lath are coated with mortar, the mortar is uniform and full, no scraping is needed, and the thickness is not less than 5mm. When the wallboard is erected, the wallboard is squeezed to a certain position by using a pry bar, then the verticality and the flatness of the adjacent board surfaces are corrected, so that the joint is ensured to be sealed and straightened, and finally, the guiding ruler and the line supporting plate are used for leveling and vertical alignment of the wall surface. If the plates are required to be repaired, cutting is performed on site according to the actual size of the row plates. Firstly scribing the board, then cutting the board by a cutting machine, and coating the surface of the board with mortar adhesive after splicing.
3. Partition plate joint processing: in order to prevent the wall surface from cracking after installation, the partition board joint treatment measures can be carried out after the wall board is installed for 48 hours. The plates are bonded by grid cloth strips with the width of more than or equal to 50mm, and the mesh cloth strips are bonded neatly and rightly. Scraping a layer of special adhesive fully at the groove of the plate seam with the thickness of 3-5 mm, scraping a layer of special adhesive fully at the caulking part with the thickness of 2-3 mm, and troweling the caulking belt with a trowel; checking and repairing, namely, after checking, the transfer can be performed, if a crack appears, the crack is repaired, and after the repair is completed, the transfer can be performed.
4. The processing method of the intersection of the plates comprises the following steps: according to the layout sequential construction of the drawing, when two partition walls are vertically intersected, primary steel with the diameter not smaller than 8mm is required to be adopted as connecting ribs to be driven into the partition walls, the distance between the connecting ribs is not larger than 1000mm, the distance between the first root distance and the bottom is not larger than 300mm, and the distance between the last root distance and the top is not larger than 300mm when the construction is started.
5. And (3) installing a light steel keel partition wall: the expansion bolts are used for fixing the edge keels to the glass fiber reinforced cement ribbon board partition wall 2, then the vertical keels and the transverse keels are installed, the installation interval of the vertical keels is 1000mm-1200mm, the installation interval of the transverse keels is 400mm-600mm, the fireproof rock wool layer is filled between the vertical keels and the transverse keels, the steel board net is hung externally, and the cement board is faced.
Claims (9)
1. A combined light partition board partition system is characterized in that: comprises an autoclaved aerated block masonry wall (1), a glass fiber reinforced cement slat partition wall (2) and a light steel keel partition wall (3) which are fixedly connected; the glass fiber reinforced cement ribbon board partition wall (2) comprises glass fiber reinforced cement ribbon boards (8), the bottom ends of the glass fiber reinforced cement ribbon boards (8) are fixedly connected with the autoclaved aerated block masonry wall (1) through channel steel (7), and the glass fiber reinforced cement ribbon boards (8) are fixedly connected with the structural columns (22) through anti-seismic connecting piece pipe clamps (23); the light steel keel partition wall (3) comprises a plurality of sections of vertical keels (15) and transverse keels (17) fixedly connected with the vertical keels; the top end of the light steel keel partition wall (3) is fixedly connected with the steel frame conversion layer (20) through a butt bolt (10) and an angle steel (18), and the bottom is fixedly connected with the glass fiber reinforced cement ribbon board partition wall (2) through an expansion bolt (11) and the angle steel (18).
2. The modular lightweight partition board partition system according to claim 1, wherein: the autoclaved aerated block masonry wall (1) comprises a 200mm concrete guide beam (4), a autoclaved aerated block masonry (5) with the height of 1000mm and a concrete beam (6) with the upper part of 200mm.
3. The modular lightweight partition wall system according to claim 2, wherein: the glass fiber reinforced cement ribbon board partition wall (2) is provided with vertical steel frameworks (19) at intervals as constructional columns.
4. A modular lightweight partition wall system according to claim 3, wherein: the anti-seismic connecting piece pipe clamp (23) is fixedly connected in a nail shooting mode.
5. The modular lightweight partition board partition system according to claim 4, wherein: and a plate (21) at the top of a door opening of the glass fiber reinforced cement slat partition wall (2) is fixedly connected with a structure column (22) after pouring and curing.
6. The modular lightweight partition board partition system according to claim 5, wherein: the distance between the vertical keels (15) is 1000mm-1200mm; the spacing between the transverse keels (17) is 400mm-600mm.
7. The modular lightweight partition system according to claim 1 or 2, wherein: the light steel joist partition wall (3) is internally filled with a fireproof rock wool layer (16), and an externally hung steel plate net (13) and a cement plate (14) for facing are arranged on the outer side.
8. The modular lightweight partition board partition system according to claim 6, wherein: a fireproof rock wool layer (16) is filled between the vertical keels (15) and the transverse keels (17) of the light steel keel partition wall (3).
9. The modular lightweight partition board partition system according to claim 1, wherein: autoclaved aerated block masonry wall (1) comprises a C20 fine stone concrete guide wall with the bottom of 200mm high, autoclaved aerated block masonry with the height of 1000mm and C20 concrete lintel with the height of 200mm on the masonry on the guide girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222228307.XU CN219298535U (en) | 2022-08-23 | 2022-08-23 | Combined light partition board partition system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222228307.XU CN219298535U (en) | 2022-08-23 | 2022-08-23 | Combined light partition board partition system |
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| Publication Number | Publication Date |
|---|---|
| CN219298535U true CN219298535U (en) | 2023-07-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222228307.XU Active CN219298535U (en) | 2022-08-23 | 2022-08-23 | Combined light partition board partition system |
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| CN (1) | CN219298535U (en) |
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- 2022-08-23 CN CN202222228307.XU patent/CN219298535U/en active Active
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