CN209924190U - Assembled non-bearing wall - Google Patents
Assembled non-bearing wall Download PDFInfo
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- CN209924190U CN209924190U CN201920487341.4U CN201920487341U CN209924190U CN 209924190 U CN209924190 U CN 209924190U CN 201920487341 U CN201920487341 U CN 201920487341U CN 209924190 U CN209924190 U CN 209924190U
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Abstract
The utility model provides a non-bearing wall of assembled, include: the concrete connecting pieces are spliced into a long strip on the ground, each concrete connecting piece is fixedly connected with the ground, the plurality of walls are stacked between the concrete connecting pieces and the top surface along the height direction, and the plurality of concrete connecting pieces and the plurality of walls are fixedly connected by adopting cement mortar, so that a non-load-bearing wall is formed; the wall bodies are of concrete structures, and the structures of the wall bodies are the same; inside all is equipped with metal sheet, fibre sound absorbing layer, metal sheet and steel reinforcement framework down in every wall body, steel reinforcement framework is the square frame structure, go up metal sheet, fibre sound absorbing layer, metal sheet setting down inside the square frame, steel reinforcement framework and last metal sheet and metal sheet welding down. The utility model discloses a wall body and concrete connection piece splice into non-bearing wall, have the concatenation simple, weak point consuming time, light in weight's advantage.
Description
Technical Field
The utility model relates to an assembly type structure field especially relates to a non-bearing wall of assembled.
Background
The bearing wall mainly plays a role of supporting a building, and is firm and thick. When a plurality of rooms need to be separated, non-bearing wall boards are needed, and the non-bearing walls only have a spacing effect and usually have good sound insulation and heat insulation effects.
The existing non-bearing wall is mostly made of various novel hollow bricks, the resultant force between one side of the face brick and the brick is limited, the strength is not enough, and on the other hand, the defects of labor consumption and long building time exist in the building of the hollow brick.
In view of the above, there is a need for an improved non-load bearing wall to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a non-bearing wall of assembled adopts wall body and concrete connecting piece to splice into non-bearing wall, has the advantage that the concatenation is simple, weak point consuming time, light in weight.
Realize the utility model discloses the technical scheme of purpose as follows:
an assembled non-load bearing wall comprising: the concrete connecting pieces are spliced into a long strip on the ground, each concrete connecting piece is fixedly connected with the ground, the plurality of walls are stacked between the concrete connecting pieces and the top surface along the height direction, and the plurality of concrete connecting pieces and the plurality of walls are fixedly connected by adopting cement mortar, so that a non-load-bearing wall is formed;
the wall bodies are of concrete structures, and the structures of the wall bodies are the same;
every wall body's inside all is equipped with metal sheet, fibre sound absorbing layer, metal sheet and steel reinforcement framework down, steel reinforcement framework is the square frame structure, go up metal sheet, fibre sound absorbing layer, metal sheet setting down inside the square frame, steel reinforcement framework and last metal sheet and metal sheet welding down.
As a further improvement, the utility model discloses a every the upper surface of concrete connecting piece all chisels mao, be provided with cement mortar between concrete connecting piece and the wall body. The utility model discloses with the upper surface chisel hair of concrete connecting piece, be for increasing the frictional force between concrete connecting piece and the wall body, make between concrete connecting piece and the wall body fixed inseparabler.
As a further improvement, the inner cavity of the concrete connecting piece is provided with a waterproof material layer. The utility model discloses a waterproof material layer can play waterproof effect.
As a further improvement, the inner cavity of the concrete connecting piece is provided with a hollow steel block which is fixedly connected with the waterproof material layer. The utility model discloses the purpose that sets up hollow steel block is the weight that alleviates concrete connecting block itself, the transport of being convenient for.
As a further improvement of the utility model, the length L of the concrete connecting piece1x2 < length L of each wall2Length L of concrete connecting piece1x 3. The utility model discloses with the joint line of two adjacent concrete connection spare and the joint line dislocation set of two adjacent wall bodies, increase the stability of whole assembled non-bearing wall. And, the utility model discloses the width of wall body is greater than two times of concrete connecting piece length, increases the area of monolithic wall body, the concatenation of the non-bearing wall of assembled of being convenient for.
As a further improvement, the thickness of the concrete connecting piece is greater than the thickness of the wall body, and the height of the concrete connecting piece is less than 120 mm. The utility model discloses be greater than the thickness of wall body with the thickness of concrete connecting piece, the wall body is located the middle part of concrete connecting piece along the thickness direction, and the skirting line in house can be regarded as to the part of concrete connecting piece protrusion wall body, when interior decoration, need not install the skirting line, saves the fitment process.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a non-bearing wall of assembled adopts wall body and concrete connecting piece to splice into non-bearing wall, has the advantage that the concatenation is simple, weak point consuming time, light in weight.
Drawings
FIG. 1 is a schematic view of a fabricated non-load bearing wall;
FIG. 2 is a cross-sectional view of a wall;
fig. 3 is a cross-sectional view of a concrete joint.
In the figure: 1. a concrete connection; 11. a plain concrete structure; 11-1, tenon; 11-2, mortises; 12. a layer of water repellent material; 13. a hollow steel block; 2. a wall body; 21. concrete; 22. a steel reinforcement cage; 23. an upper metal plate; 24. a fibrous sound absorbing layer; 25. a lower metal plate.
Detailed Description
The present invention is described in detail with reference to the embodiments shown in the drawings, but it should be understood that these embodiments are not intended to limit the present invention, and those skilled in the art should understand that the functions, methods, or structural equivalents or substitutions made by these embodiments are within the scope of the present invention.
In the description of the present embodiments, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicit to a number of indicated technical features. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the invention, the meaning of "a plurality" is two or more unless otherwise specified.
The terms "mounted," "connected," and "coupled" are to be construed broadly and may, for example, be fixedly coupled, detachably coupled, or integrally coupled; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the creation of the present invention can be understood by those of ordinary skill in the art through specific situations.
Example 1:
the embodiment discloses a non-bearing wall of assembled includes: the concrete wall comprises a plurality of wall bodies 2 and a plurality of concrete connecting pieces 1, wherein the plurality of concrete connecting pieces 1 are spliced into a long strip on the ground, each concrete connecting piece 1 is fixedly connected with the ground, the plurality of wall bodies 2 are stacked between the concrete connecting pieces 1 and the top surface along the height direction, and the plurality of concrete connecting pieces 1 and the plurality of wall bodies 2 are fixedly connected by adopting cement mortar to form a non-load-bearing wall; the wall body 2 is of a concrete structure, and the structures of a plurality of wall bodies 2 are the same;
every wall body 2's inside all is equipped with metal sheet 23, fibre sound absorbing layer 24, metal sheet 25 and steel reinforcement framework 22 down, and steel reinforcement framework 22 is the square frame structure, goes up metal sheet 23, fibre sound absorbing layer 24, sets up inside the square frame down metal sheet 25, and steel reinforcement framework 22 welds with last metal sheet 23 and lower metal sheet 25.
That is to say, every wall body 2 includes two-layer concrete slab, steel reinforcement framework 22, two-layer metal sheet, fibre sound-absorbing layer 24, and steel reinforcement framework 22 is located between two concrete slab, and steel reinforcement framework 22 distributes around concrete slab, and steel reinforcement framework 22 all around encloses into the square frame, sets up the metal sheet in the square frame, and metal sheet and steel reinforcement framework 22 fixed connection.
The thickness of the fiber sound absorption layer 24 is about 2mm, and the thickness of the wall body 2 is the same as that of the concrete connecting piece 1 in consideration of the installation convenience and the beauty of the non-bearing wall.
The metal plate adopts the steel panel, and fibre sound absorbing layer 24 is located between upper metal sheet and the lower floor's metal sheet, and upper and lower two-layer metal sheet is used for extrudeing fibre sound absorbing layer 24, need not set up the screed-coat again between fibre attraction layer and the concrete slab like this to metal sheet and steel reinforcement framework 22 welding just can realize the firm connection of two-layer metal sheet and fibre attraction layer, and wherein the thickness of upper metal sheet is 1mm, and the thickness of lower floor's metal sheet is 0.5 mm.
An upper concrete plate is arranged on the upper surface of the upper layer metal plate, a lower concrete plate is arranged on the lower surface of the lower layer metal plate, the upper concrete plate and the lower concrete plate are used as main bodies of the wall body 2, wherein the thickness of the upper concrete plate is 15mm, and the thickness of the lower concrete plate is 10 mm. The thickness of the fibrous sound-absorbing layer 24 ranges from 1mm to 2mm, preferably 1 mm.
A steel reinforcement framework 22 is arranged between the upper concrete slab and the lower concrete slab, and the steel reinforcement framework 22 is positioned at the periphery of the concrete slabs. The steel reinforcement framework 22 plays a role in stably connecting and supporting the wall body 2, and improves the strength and rigidity of the wall body 2
The fiber sound absorption layer 24 is used as a sound insulation layer, the fiber sound absorption layer 24 is made of a high molecular chemical material, preferably polyester fiber, the polyester fiber has better environmental protection and sound absorption effects than glass fiber, and 100% can be recycled. The thickness of the fiber sound absorption layer 24 is 1mm to 2mm, 1mm is preferred in the embodiment, the fiber sound absorption layer 24 is subjected to weight reduction optimization treatment, the wall body 2 sample is manufactured, the sound insulation amount of the sample is compared with the weight, the optimized fiber sound absorption layer 24 is low in weight, the areal density is about 1.8Kg/m2, the sound insulation effect is good, and the weight of the wall body 2 is reduced.
Example 2:
on the basis of the disclosure of embodiment 1, the present embodiment discloses the structure of the concrete connecting member 1.
In this embodiment, the upper surface of each concrete connecting member 1 is roughened, and cement mortar is disposed between the concrete connecting member 1 and the wall body 2. In this embodiment, the upper surface of the concrete connecting member 1 is roughened to increase the friction between the concrete connecting member 1 and the wall body 2, so that the concrete connecting member 1 and the wall body 2 are fixed more tightly.
As shown in fig. 1 and 3, the inner cavity of the concrete connecting member 1 is provided with a waterproof material layer 12. The waterproof material layer 12 of the present embodiment can perform a waterproof function. The inner cavity of the concrete connecting piece 1 is provided with a hollow steel block 13, and the hollow steel block 13 is fixedly connected with the waterproof material layer 12. The purpose of this embodiment setting up hollow steel block 13 is to lighten the weight of concrete connecting block itself, the transport of being convenient for. It should be noted that any existing waterproof material can be used for the waterproof material layer 12 of the present embodiment, and in principle, any material that can achieve the waterproof function can be used in the present embodiment.
Length L of concrete joint 11x2 < length L of each wall 22< length L of concrete connecting piece 11x 3. The connecting seam of two adjacent concrete connecting pieces 1 and the connecting seam of two adjacent wall bodies 2 are arranged in a staggered mode, and the stability of the whole assembled non-bearing wall is improved. In addition, the width of the wall body 2 is larger than twice the length of the concrete connecting piece 1, the area of a single wall body 2 is increased, and splicing of the assembled non-bearing wall is facilitated.
The thickness of the concrete connecting piece 1 is larger than that of the wall body 2, and the height of the concrete connecting piece 1 is smaller than 120 mm. This embodiment is greater than the thickness of wall body 2 with the thickness of concrete connecting piece 1, and wall body 2 is located concrete connecting piece 1 along the middle part of thickness direction, and the skirting line in house can be regarded as to the part of 1 protrusion wall body 2 of concrete connecting piece, and when interior decoration, need not install the skirting line, saves the fitment process.
As shown in fig. 3, two adjacent concrete connecting pieces 1 are connected by a mortise and tenon structure and fixed by cement mortar. It should be noted that the tenon 11-1 and the mortise 11-2 of the present embodiment are in clearance fit, and the purpose of the clearance fit is to facilitate the insertion of two concrete connecting members 1.
The connecting surface of the preferable wall body 2 is provided with connecting steel bars protruding outwards, and the connecting steel bars and the steel bar framework are fixedly connected, preferably welded. After the steel bars between two adjacent walls 2 are bound, concrete is cast in situ at the binding positions of the steel bars. The mode that the junction cast in situ concrete was adopted to this embodiment, improved whole assembled non-bearing wall stability.
The above list of details is only for the practical implementation of the present invention, and they are not intended to limit the scope of the present invention, and all equivalent implementations or modifications that do not depart from the technical spirit of the present invention should be included in the scope of the present invention.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. An assembled non-load bearing wall, comprising: the concrete connecting pieces are spliced into a long strip on the ground, each concrete connecting piece is fixedly connected with the ground, the plurality of walls are stacked between the concrete connecting pieces and the top surface along the height direction, and the plurality of concrete connecting pieces and the plurality of walls are fixedly connected by cement mortar to form a non-load-bearing wall;
the wall bodies are of concrete structures, and the structures of the wall bodies are the same;
every wall body's inside all is equipped with metal sheet, fibre sound absorbing layer, metal sheet and steel reinforcement framework down, steel reinforcement framework is the square frame structure, go up metal sheet, fibre sound absorbing layer, metal sheet setting down inside the square frame, steel reinforcement framework and last metal sheet and metal sheet welding down.
2. The fabricated non-load-bearing wall according to claim 1, wherein an upper surface of each of the concrete connectors is roughened, and cement mortar is disposed between the concrete connectors and the wall body.
3. An assembled non load-bearing wall according to claim 1 or 2, wherein the inner cavity of the concrete connection is provided with a layer of waterproof material.
4. The fabricated non-load-bearing wall according to claim 3, wherein the inner cavity of the concrete connecting member is provided with a hollow steel block, and the hollow steel block is fixedly connected with the waterproof material layer.
5. The fabricated non-load bearing wall of claim 1, wherein the concrete connectors have a length L1x2 < length L of each wall2Length L of concrete connecting piece1x3。
6. The fabricated non-load bearing wall according to claim 1 or 5, wherein the thickness of the concrete connecting member is greater than the thickness of the wall body, and the height of the concrete connecting member is less than 120 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920487341.4U CN209924190U (en) | 2019-04-11 | 2019-04-11 | Assembled non-bearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920487341.4U CN209924190U (en) | 2019-04-11 | 2019-04-11 | Assembled non-bearing wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209924190U true CN209924190U (en) | 2020-01-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920487341.4U Active CN209924190U (en) | 2019-04-11 | 2019-04-11 | Assembled non-bearing wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209924190U (en) |
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2019
- 2019-04-11 CN CN201920487341.4U patent/CN209924190U/en active Active
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