CN113622550A - Light inner partition wall - Google Patents
Light inner partition wall Download PDFInfo
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- CN113622550A CN113622550A CN202110840779.8A CN202110840779A CN113622550A CN 113622550 A CN113622550 A CN 113622550A CN 202110840779 A CN202110840779 A CN 202110840779A CN 113622550 A CN113622550 A CN 113622550A
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- Prior art keywords
- partition wall
- vertical
- inner partition
- light
- accommodating female
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- 238000005192 partition Methods 0.000 title claims abstract description 136
- 239000011230 binding agent Substances 0.000 claims abstract description 35
- 239000002002 slurry Substances 0.000 claims abstract description 22
- 239000003292 glue Substances 0.000 claims abstract description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 29
- 238000007789 sealing Methods 0.000 claims description 24
- 238000013016 damping Methods 0.000 claims description 11
- 239000004744 fabric Substances 0.000 claims description 11
- 239000003513 alkali Substances 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 17
- 239000000853 adhesive Substances 0.000 description 10
- 230000001070 adhesive effect Effects 0.000 description 10
- 238000005336 cracking Methods 0.000 description 10
- 210000001503 joint Anatomy 0.000 description 10
- 239000002344 surface layer Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 230000008569 process Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005187 foaming Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000035939 shock Effects 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
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7448—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with separate framed panels without intermediary posts, extending from floor to ceiling
-
- 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
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7448—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with separate framed panels without intermediary posts, extending from floor to ceiling
- E04B2/7451—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with separate framed panels without intermediary posts, extending from floor to ceiling with false tongue joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a light inner partition wall, which is formed by splicing a plurality of light inner partition wall battens, and is characterized in that: each vertical splicing surface of the light inner partition wall batten is provided with one or two vertical bond accommodating female slots; the vertical binder accommodating female slots are of groove structures, and vertical binder accommodating female slots between adjacent light inner partition wall battens form vertically-through grouting channels; the grouting channel is internally densely filled with bonding slurry, the bonding slurry bonds two adjacent light internal partition wall battens, and the upper ends and the lower ends of the light internal partition wall battens are connected with the structural beam and the floor slab through connecting pieces; the vertical cemented object accommodating female groove is provided with the stud, the upper end and the lower end of the stud are connected with the connecting structure beam and the floor slab through the embedded bar glue, and the stud is wrapped in the cementing slurry. The invention solves the problem that the partition wall batten cracks at the abutted seam, and has the advantages of high construction efficiency, safety, firmness and the like.
Description
Technical Field
The invention belongs to the technical field of building inner partition walls, and particularly relates to a light inner partition wall.
Background
The light partition board is used as non-bearing inner partition in common industrial building, residential building and public building engineering. The light partition slat has the advantages of moisture resistance, shock resistance, sound insulation, fire resistance, heat preservation, small occupied area, good strength, convenient construction and the like. The splicing structure of partition wall battens in the prior art generally adopts concave-convex butt joint, and is connected by plastering during splicing, and the existing inner partition wall has the problems of cracking; one of the reasons for the cracking phenomenon is that the slurry filled in the splicing gap is too thin, the bonding force and the resistance force of a secondary connector formed after the slurry is solidified are very low, and when the wall body of the batten deforms due to stress, humidity, temperature field change and the like, the secondary connector can be partially separated from a contact surface, so that cracks appear at the joint; therefore, the problem that the split joint part cracks still exists after the partition wall batten adopting the male and female groove structure is spliced.
The second reason for the cracking phenomenon is that the fit clearance of the partition wall batten with the male and female groove structure is not uniform during assembly; the unilateral almost laminates in some cases, and the thick liquids are connected to the unable closely knit packing, and even if the wall body of such assembling does not crack, sound insulation effect is also very poor.
After splicing and caulking are completed, a layer of grid cloth and anti-crack mortar are required to be coated on a large-area whole wall surface to balance the stress of the wall body and reduce cracking at weak joints. The secondary construction of grid cloth and anti-crack mortar are adopted for plastering, so that the defects of long construction period, high construction cost, high labor intensity and the like are overcome. This approach also does not meet the assembly requirement; moreover, the method cannot thoroughly solve the problem that the splicing position of the partition wall batten does not crack, as is well known, after the partition wall in the batten cracks, the effect of filling the cracks by adopting a repairing mode is poor, and the cracks still occur in the later period because the slurry repaired at the cracks cannot form a firm secondary connecting body.
Therefore, the invention provides the light inner partition wall, the partition wall batten thoroughly solves the problem that the partition wall batten cracks at the abutted seam, and the construction efficiency is high.
Disclosure of Invention
Aiming at the problems in the prior art, the invention provides the light inner partition wall which solves the problem that the partition wall batten cracks at the abutted seam, and is high in construction efficiency, safe and firm.
The invention is realized in this way, a light inner partition wall, comprising a plurality of light inner partition wall laths spliced together, characterized in that: each vertical splicing surface of the light inner partition wall batten is provided with one or two vertical bond accommodating female slots; the vertical binder accommodating female slots are of groove structures, and vertical binder accommodating female slots between adjacent light inner partition wall battens form vertically-through grouting channels; the grouting channel is internally densely filled with bonding slurry, the bonding slurry bonds two adjacent light internal partition wall battens, and the upper ends and the lower ends of the light internal partition wall battens are connected with the structural beam and the floor slab through connecting pieces; the vertical cemented object accommodating female groove is provided with the stud, the upper end and the lower end of the stud are connected with the connecting structure beam and the floor slab through the embedded bar glue, and the stud is wrapped in the cementing slurry.
Preferably, edge sealing grooves which are sunken towards the direction of the binder accommodating female groove are formed in the peripheral edges of the two plate surfaces of the light inner partition wall batten, and the edge sealing grooves are of an open structure on the side of the vertical splicing surface; after the adjacent light inner partition wall battens are spliced, anti-crack edge sealing ports form anti-crack edge sealing grooves, and anti-crack mortar is densely filled in the anti-crack edge sealing grooves.
Preferably, the grid cloth is laid in the anti-crack sealing groove filled with the anti-crack mortar in a dense mode.
Preferably, one or two horizontal binder accommodating female slots are arranged on the upper horizontal splicing surface and/or the lower horizontal splicing surface of the light inner partition wall batten and are communicated with the vertical binder accommodating female slots on the adjacent vertical splicing surface.
Preferably, through holes are formed in the light inner partition wall batten, and one row or two rows of holes are formed in the holes;
preferably, a damping block is arranged in the binder accommodating female groove along the height direction of the light inner partition wall batten, and the height of the damping block is smaller than the depth of the binder accommodating female groove.
Preferably, meshes are laid in the light inner partition wall batten, and the meshes are reinforcing steel meshes or alkali-resistant glass fiber meshes.
Preferably, the edge sealing groove is provided with a grouting opening, and the grouting opening is communicated with the vertical binder accommodating female groove or the horizontal binder accommodating female groove.
The invention has the advantages and technical effects that: compared with the wall body spliced by the partition wall battens of the existing male and female groove structure, the connecting strength of the partition wall battens and the primary structural body is improved by adopting the technical scheme of the invention in a mode of overlapping spliced plates or a mode of splicing single plates; the problem that cracks are easily generated at the splicing joints of the strips of the existing inner partition wall is solved, and the inner partition wall installed by the strips is not cracked and has high flatness; the surface of the whole wall body is not required to be paved with grid cloth and anti-crack mortar for plastering and leveling, and the abutted seams have no cracking phenomenon; meanwhile, the construction of later-stage decorative surface layers is facilitated, and the phenomena of hollowing and falling of the decorative surface layers due to the reasons that the flatness of the inner wall is not enough and the joints are cracked are avoided.
Drawings
FIG. 1 is a schematic structural view of example 1 of the present invention;
FIG. 2 is a schematic view of a splicing structure of adjacent lightweight inner partition wall slats in example 1 of the present invention;
FIGS. 3 and 4 are schematic structural views of a lightweight inner partition wall batten in embodiment 2 of the invention;
FIG. 5 is a schematic structural view of example 3 of the present invention;
FIG. 6 is a schematic structural view of example 4 of the present invention;
FIG. 7 is a schematic diagram of a spliced three-dimensional structure according to embodiment 4 of the present invention;
FIG. 8 is a schematic view showing the structure of a lightweight inner partition wall slat according to embodiment 4 of the present invention;
FIGS. 9 and 10 are schematic structural views of a lightweight inner partition wall slat in example 5 of the present invention;
FIGS. 11 to 14 are schematic structural views of a lightweight inner partition wall slat according to example 6 of the present invention;
FIG. 15 is a schematic view showing the structure of a lightweight inner partition wall slat in example 7 of the present invention;
FIG. 16 is a schematic view showing the structure of a lightweight inner partition slat according to example 8 of the present invention;
FIG. 17 is a schematic view showing the structure of a lightweight inner partition slat according to example 9 of the present invention;
FIG. 18 is a schematic structural view of example 10;
FIG. 19 is a schematic view of an L-shaped corner plate structure;
FIG. 20 is a schematic view of a T-shaped corner plate structure;
FIG. 21 is a schematic view of an arcuate corner panel construction.
In the figure, 1, a light inner partition wall batten; 1-1, a light plate body; 1-2, vertically accommodating the female slot with the adhesive; 1-3, sealing the edge groove; 1-4, horizontal adhesive accommodating female slots; 1-5, holes; 1-6, damping block; 1-7, mesh sheet; 1-8, a grouting opening; 2. grouting a channel; 3. a connecting member; 4. a secondary linker; 5. corner plates; 5-1, the adhesive accommodating female slot.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
A light inner partition wall comprises a plurality of light inner partition wall battens 1 which are spliced, and the thickness of the light inner partition wall is generally 90mm, 180mm and 200mm according to the actual building convention; the light inner partition wall batten is made into a light plate body 1-1 by adopting foaming cement physical foaming or light aggregate.
Example 1, referring to fig. 1 and 2, a lightweight inner partition wall, the thickness of the partition wall is about 90mm, and the thickness of the selected lightweight inner partition wall strip of the wall is 90 mm; adopting a single board splicing mode; the concrete structure is as follows; each vertical splicing surface of the light inner partition wall batten is provided with a vertical sticker accommodating female slot 1-2; the vertical binder accommodating female slots are of groove structures, and vertical binder accommodating female slots between adjacent light inner partition wall battens form an up-and-down through grouting channel; the grouting channel is internally densely filled with bonding slurry, the bonding slurry bonds two adjacent light internal partition wall battens, and the upper ends and the lower ends of the light internal partition wall battens are connected with the structural beam and the floor slab through connecting pieces; the connecting piece is preferably provided with a U-shaped clamp, the U-shaped clamps are clamped at the upper end and the lower end of the light inner partition wall batten, and the U-shaped clamps are connected with the structural beam and the floor slab through fastening bolts. Meanwhile, in order to ensure the connection strength of the adjacent light inner partition wall battens, a universal card or a double-U-shaped connecting piece is arranged between the adjacent light inner partition wall battens for connection, a vertical rib 5 is arranged in the vertical bonding object accommodating female groove, the upper end and the lower end of the vertical rib are connected with the connecting structure beam and the floor slab through bar planting glue, and the vertical rib is wrapped in the bonding slurry.
Edge sealing grooves 1-3 which are sunken towards the direction of the binder accommodating female groove are formed in the peripheral edges of the two plate surfaces of the light inner partition wall batten, and the edge sealing grooves are of an open structure on the side of the vertical splicing surface; after the adjacent light inner partition wall battens are spliced, anti-crack edge sealing ports form anti-crack edge sealing grooves, and anti-crack mortar is densely filled in the anti-crack edge sealing grooves. And after the joint grooves which are correspondingly spliced with the adjacent partition wall battens are spliced, anti-crack edge sealing grooves are formed, and grid cloth and anti-crack mortar are paved in the anti-crack edge sealing grooves to form an anti-crack connecting body. In addition, the anti-crack edge sealing groove has the effect of leveling the splicing seam, and a layer of grid cloth and anti-crack mortar are not needed to be coated on the large-area whole wall surface for leveling in the later period, so that the construction cost is reduced, and the construction efficiency is improved. Further prevent the fracture of piece department, in the anti crack joint groove closely knit packing anti crack mortar in laid net cloth.
Because each vertical splicing surface of the light plate body is provided with a vertical binder accommodating female slot, when partition wall battens are adopted for splicing the inner partition walls, a vertical grouting channel 2 spliced correspondingly by adjacent partition wall battens is used for densely filling mortar in the grouting channel through a grouting process; the adjacent partition wall laths are bonded and connected through mortar of the grouting channel, two secondary connectors 4 are formed after the mortar is cured, the secondary connectors are thick and have strong bonding force, the formed secondary connectors are equivalent to a small-sized structural column, the small-sized structural column has strong resistance relative to a light-weight wall lath bolt, and relative displacement and deformation between the adjacent partition wall laths due to external force are effectively prevented. Meanwhile, the vertical bars connected with the structural beam and the floor slab are added by adopting a bar planting process, and the inner partition wall, the structural beam and the floor slab are integrated after connection, so that the connection strength of the light-weight inner partition wall batten is further improved, the problem that cracks are easily generated at the splicing joints of the existing inner partition wall batten due to stress is thoroughly solved, and the inner partition wall installed by the batten is not cracked and has high flatness; the surface of the whole wall body is not required to be paved with grid cloth and anti-crack mortar for plastering and leveling, and the abutted seams have no cracking phenomenon; meanwhile, the construction of later-stage decorative surface layers is facilitated, and the phenomena of hollowing and falling of the decorative surface layers due to the reasons that the flatness of the inner wall is not enough and the joints are cracked are avoided.
In embodiment 2, referring to fig. 3 and 4, in this embodiment, a horizontal adhesive receiving female slot 1-4 is disposed on an upper horizontal splicing surface and/or a lower horizontal splicing surface of the lightweight internal partition slat, and the horizontal adhesive receiving female slot is communicated with a vertical adhesive receiving female slot on an adjacent vertical splicing surface. By adopting the structure, communicated grouting channels are formed around the whole light plate body, and the through grouting channels are compactly filled with bonding materials through a grouting process; after the bonding object is cured, the upper horizontal splicing surface and the lower horizontal splicing surface of the lightweight plate body are bonded with the top beam and the floor slab, so that the connection strength of the lightweight plate body is improved, and the problem of cracking at the joint of the top beam and the floor slab is solved.
In example 3, referring to fig. 5, a light inner partition wall has a thickness of about 200mm, and the thickness of the selected light inner partition wall strip of the wall is 90 mm; the concrete structure is as follows; each vertical splicing surface of the light inner partition wall batten is provided with a vertical sticker accommodating female slot; the vertical binder accommodating female slots are of groove structures, and vertical binder accommodating female slots between adjacent light inner partition wall battens form an up-and-down through grouting channel; a mode of double-plate superposition and sequential splicing is adopted; the opposite surfaces of the two light inner partition wall battens are connected through bonding mortar, and the thickness of the two light inner partition wall battens after being overlapped is about 200mm through the bonding mortar or cushion block support; after the forward extension splicing, the grouting channel is densely filled with bonding slurry, the bonding slurry bonds two adjacent light inner partition wall battens, and the upper ends and the lower ends of the light inner partition wall battens are connected with the structural beam and the floor slab through connecting pieces; the connecting piece is preferably provided with a U-shaped clamp, the U-shaped clamps are clamped at the upper end and the lower end of the light inner partition wall batten, and the U-shaped clamps are connected with the structural beam and the floor slab through fastening bolts. Meanwhile, in order to ensure the connection strength of the adjacent light inner partition wall battens, a universal card or a double-U-shaped connecting piece is arranged between the adjacent light inner partition wall battens for connection, vertical studs are arranged in the vertical binder accommodating female grooves of the two light inner partition wall battens, the upper end and the lower end of each stud are connected with the connecting structure beam and the floor slab through a planting bar adhesive, and the studs are wrapped in the bonding slurry.
In embodiment 5, referring to fig. 9 and 10, in this embodiment, two horizontal adhesive receiving female slots 1-4 are disposed on the upper horizontal splicing surface and/or the lower horizontal splicing surface of the light-weight internal partition slat, and the horizontal adhesive receiving female slots are communicated with the vertical adhesive receiving female slots on the adjacent vertical splicing surface. By adopting the structure, communicated grouting channels are formed around the whole light plate body, and the through grouting channels are compactly filled with bonding materials through a grouting process; after the bonding object is cured, the upper horizontal splicing surface and the lower horizontal splicing surface of the lightweight plate body are bonded with the top beam and the floor slab, so that the connection strength of the lightweight plate body is improved, and the problem of cracking at the joint of the top beam and the floor slab is solved.
In embodiment 6, referring to fig. 11 to 12, in this embodiment, through holes 1 to 5 are formed in the light inner partition slat, and the holes are arranged in one row or two rows; when the holes are arranged in a row, the row of holes are positioned between the horizontal binding object accommodating female grooves; referring to fig. 13 to 14, when two rows of holes are formed, the central lines of the two rows of holes coincide with the central line of the horizontal binder receiving female slot. The design of the through hole reduces the weight of the light plate body on one hand, and on the other hand, the pipeline can be pre-installed in the hole to form a light partition wall batten with pipeline integration.
In embodiment 7, referring to fig. 15, in this embodiment, damping blocks 1 to 6 are disposed in the binder receiving female slots along the height direction of the lightweight inner partition wall slat, and the height of the damping blocks is smaller than the depth of the binder receiving female slots. The design of the damping block increases the backflow resistance of the mortar, and reduces the problem that the mortar flows back downwards along the mortar storage channel due to self weight in a short time to cause a hollow section at the upper end part of the mortar storage channel; the design of additionally arranging the segmented damping blocks can also reduce the occurrence of a larger empty segment at the top of the mortar storage channel caused by shrinkage and sinking of mortar in the solidification process; the damping piece is equivalent to the plug-in of interior muscle in the secondary link after the mortar solidification in storing up the dressing trough, has improved the fastness of adjacent partition wall slat connection. Meanwhile, the damping block also plays a role in reinforcing the slurry storage tank.
In example 8, referring to fig. 16, in this example, meshes 1 to 7 are laid in the lightweight inner partition slat, and the mesh is a steel mesh or an alkali-resistant glass fiber web. The flexural strength of the light plate body is further improved, and the light plate body is suitable for the inner partition wall with higher requirement on the strength of the light wall body.
In embodiment 9, referring to fig. 17, in this embodiment, the edge sealing groove is provided with grouting ports 1 to 8, and the grouting ports are communicated with the vertical binder receiving female groove or the horizontal binder receiving female groove. The grouting opening is preset, grouting construction is facilitated, working hours for opening holes are reduced, and construction efficiency is improved.
Example 10, please refer to fig. 18-21, which includes a corner plate 5 having a T-shaped (fig. 19), L-shaped (fig. 20) or arc-shaped configuration (fig. 21); and the vertical splicing surface and/or the horizontal splicing surface of the corner plate are/is provided with a female slot 5-1 for accommodating a bonding object. The wall body formed by splicing the corner plate and the light inner partition wall batten solves the problem of corner cracking.
Compared with the wall body spliced by the partition wall battens of the existing male and female groove structure, the connecting strength of the partition wall battens and the primary structural body is improved by adopting the technical scheme of the invention in a mode of overlapping spliced plates or a mode of splicing single plates; the problem that cracks are easily generated at the splicing joints of the strips of the existing inner partition wall is solved, and the inner partition wall installed by the strips is not cracked and has high flatness; the surface of the whole wall body is not required to be paved with grid cloth and anti-crack mortar for plastering and leveling, and the abutted seams have no cracking phenomenon; meanwhile, the construction of later-stage decorative surface layers is facilitated, and the phenomena of hollowing and falling of the decorative surface layers due to the reasons that the flatness of the inner wall is not enough and the joints are cracked are avoided.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (8)
1. A light inner partition wall comprises a plurality of light inner partition wall battens which are spliced, and is characterized in that: each vertical splicing surface of the light inner partition wall batten is provided with one or two vertical bond accommodating female slots; the vertical binder accommodating female slots are of groove structures, and vertical binder accommodating female slots between adjacent light inner partition wall battens form vertically-through grouting channels; the grouting channel is internally densely filled with bonding slurry, the bonding slurry bonds two adjacent light internal partition wall battens, and the upper ends and the lower ends of the light internal partition wall battens are connected with the structural beam and the floor slab through connecting pieces; the vertical cemented object accommodating female groove is provided with the stud, the upper end and the lower end of the stud are connected with the connecting structure beam and the floor slab through the embedded bar glue, and the stud is wrapped in the cementing slurry.
2. A lightweight internal partition wall according to claim 1, wherein: edge sealing grooves which are sunken towards the direction of the binder accommodating female groove are formed in the peripheral edges of the two plate surfaces of the light inner partition wall batten, and the edge sealing grooves are of an open structure on the vertical splicing surface side; after the adjacent light inner partition wall battens are spliced, anti-crack edge sealing ports form anti-crack edge sealing grooves, and anti-crack mortar is densely filled in the anti-crack edge sealing grooves.
3. A lightweight internal partition wall according to claim 1, wherein: and a grid cloth is laid in the anti-crack sealing groove for densely filling the anti-crack mortar.
4. A lightweight internal partition wall according to claim 1, wherein: one or two horizontal binder accommodating female grooves are formed in the upper horizontal splicing surface and/or the lower horizontal splicing surface of the light inner partition wall batten and communicated with the vertical binder accommodating female grooves in the adjacent vertical splicing surface.
5. A lightweight internal partition wall according to claim 1, wherein: the light inner partition wall batten is internally provided with through holes, and the holes are arranged in one row or two rows.
6. A lightweight internal partition wall according to claim 1, wherein: and a damping block is arranged in the binder accommodating female groove along the height direction of the light internal partition wall batten, and the height of the damping block is smaller than the depth of the binder accommodating female groove.
7. A lightweight internal partition wall according to claim 1, wherein: and meshes are laid in the light internal partition wall batten and are steel meshes or alkali-resistant glass fiber meshes.
8. The single-sided double-female slot light partition lath of claim 1 or 4, wherein: and the edge sealing groove is provided with a grouting opening which is communicated with the vertical binder accommodating female groove or the horizontal binder accommodating female groove.
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CN202110840779.8A CN113622550A (en) | 2021-07-25 | 2021-07-25 | Light inner partition wall |
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CN202110840779.8A CN113622550A (en) | 2021-07-25 | 2021-07-25 | Light inner partition wall |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN117905222A (en) * | 2024-03-04 | 2024-04-19 | 山东省建筑设计研究院有限公司 | Light composite inner partition lath and manufacturing method and mounting process thereof |
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2021
- 2021-07-25 CN CN202110840779.8A patent/CN113622550A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN117905222A (en) * | 2024-03-04 | 2024-04-19 | 山东省建筑设计研究院有限公司 | Light composite inner partition lath and manufacturing method and mounting process thereof |
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