CN2515314Y - Structure of partition wall - Google Patents

Structure of partition wall Download PDF

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CN2515314Y
CN2515314Y CN 01264186 CN01264186U CN2515314Y CN 2515314 Y CN2515314 Y CN 2515314Y CN 01264186 CN01264186 CN 01264186 CN 01264186 U CN01264186 U CN 01264186U CN 2515314 Y CN2515314 Y CN 2515314Y
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wall
wall surface
framework
metal mesh
linking components
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郭清谅
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SHANGHAI BSTE BUILDING MATERIALS Co Ltd
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Abstract

The utility model relates to a structure of partition wall, which mainly comprises a wall surface framework and a plurality of linking components, wherein the wall surface framework can adapt to the size of the wall and has proper size, the wall surface framework is formed by correspondingly combining two metal net sheets, the surfaces of the metal net sheets form continuous meshes with proper size, a plurality of burrs which are not punched and penetrated can be reserved simultaneously when the metal net sheets are formed, the burrs correspond to the concave-convex bending positions of the metal net sheets, and the burrs form reinforced turning edges after being bent so as to increase the strength of the wall surface framework, secondly, the linking components can be fixed on the cylindrical surface, the ground surface or the ceiling of a building, and the linking components at least have caulking grooves for the embedding of the wall surface framework on one side of the linking components, therefore, the linking components are fixed on the preset wall surface positions of the building, the ground surface or the ceiling, and the wall surface framework is embedded in the caulking grooves of the linking components, and spraying the two side surfaces of the wall framework to form a wall surface after the cement paste is dried and solidified.

Description

隔墙的结构The structure of the partition wall

技术领域technical field

本实用新型涉及一种隔墙的结构,尤其指一种可方便施工及降低墙面重量,并且可令水泥浆易于附着而形成墙面,且该墙面骨架又具有一定强度的隔墙构造。The utility model relates to a partition wall structure, in particular to a partition wall structure which can facilitate construction and reduce the weight of the wall surface, and can easily attach cement slurry to form a wall surface, and the wall surface skeleton has a certain strength.

背景技术Background technique

传统建筑物的墙壁的构筑方式大概有:(一)在预定墙面位置先组架模板,在完成必要管路配线后再浇灌泥浆,待泥浆干涸后拆卸模板而形成墙面。(二)在预定墙面位置以砖块配合水泥逐一搭叠,再在必要的管路位置打洞埋管,以此而形成墙面。(三)先利用混凝土预先灌注成墙面板,再将该墙面吊挂于预定墙面的位置,并配合连接配件将预注的墙面板固定而成。上述传统建筑物墙壁的构筑方式均有多道复杂程序,且整体工程旷日费时、施工缓慢,相对造价成本提高;另外,上述墙壁内部为实体墙面,墙壁重量的负担完全由梁柱结构体承受,此将不利于整体建筑物的抗震性,再有,该墙面的结构形式将造成脆性的提高,此将有碍建筑物的吸震特性,继而使墙面容易产生龟裂甚至崩塌的情形;上述各墙壁的构筑方式均不利于高楼层的施工,尤其以砖造或预注墙面板的方式,更增加了材料吊送的问题及困难技术的衍生。The construction methods of the walls of traditional buildings are roughly as follows: (1) Formwork is first assembled at the predetermined wall position, and then the mud is poured after the necessary pipeline wiring is completed. After the mud dries up, the formwork is removed to form the wall. (2) Lay up bricks and cement one by one at the predetermined wall position, and then drill holes and bury pipes at the necessary pipeline positions to form the wall. (3) It is formed by pre-filling the wall panel with concrete first, then hanging the wall surface on the predetermined wall surface, and fixing the pre-cast wall panel with connecting accessories. The construction methods of the above-mentioned traditional building walls all have multiple complex procedures, and the overall project is time-consuming, slow construction, and relatively high in cost; in addition, the interior of the above-mentioned walls is a solid wall, and the burden of the weight of the wall is completely borne by the beam-column structure. This will be detrimental to the earthquake resistance of the whole building. Moreover, the structural form of the wall will cause an increase in brittleness, which will hinder the shock-absorbing properties of the building, and then make the wall prone to cracks or even collapse. The construction methods of the above-mentioned walls are all unfavorable for the construction of high floors, especially in the mode of brick building or precast wall panels, which further increases the problem of material lifting and the derivation of difficult technology.

发明内容Contents of the invention

本实用新型的目的即在于改善上述建筑物隔墙的缺点,而提供一种可方便施工及降低墙面重量,并且可令水泥浆易于附着而形成墙面,且该墙面骨架又具有一定强度的隔墙构造。The purpose of this utility model is to improve the shortcomings of the above-mentioned building partition walls, and provide a structure that can facilitate construction and reduce the weight of the wall, and can make the cement paste easy to attach to form the wall, and the wall skeleton has a certain strength. partition wall structure.

本实用新型提供一种隔墙的结构,其主要由墙面骨架及若干衔接组件构成;其中该墙面骨架可适应墙壁大小而为适当的尺寸,其由两金属网片对应结合而成,该金属网片大概呈凹凸交错的波浪状,两金属网片相对应时,可以焊接、高周波、金属丝绑设等方式将其结合,该金属网片的表面形成连续性且呈适当大小的网目,该金属网片在成型时,可同时预留若干道未经冲压贯穿的毛边,该毛边恰对应于金属网片凹凸弯折的位置,使该毛边经弯折后形成补强转折边,以增加墙面骨架的强度。The utility model provides a partition wall structure, which is mainly composed of a wall skeleton and several connecting components; wherein the wall skeleton can adapt to the size of the wall and is an appropriate size, and it is formed by correspondingly combining two metal meshes. The metal mesh is roughly in the shape of concave and convex interlaced waves. When two metal meshes correspond, they can be combined by welding, high frequency, wire binding, etc. The surface of the metal mesh forms a continuous mesh with an appropriate size. When the metal mesh is formed, several rough edges that have not been stamped and penetrated can be reserved at the same time. The rough edges correspond to the concave-convex bending positions of the metal mesh, so that the rough edges can form a reinforcing turning edge after bending, so as to Increase the strength of the wall skeleton.

本实用新型为达目的所运用的技术手段及其构造特征,配合附图的实施例,详细说明如下。The technical means and structural features used by the utility model to achieve the purpose, in conjunction with the embodiments of the accompanying drawings, are described in detail as follows.

附图说明Description of drawings

图1为本实用新型的立体分解结构图;Fig. 1 is the three-dimensional exploded structural diagram of the utility model;

图2为本实用新型墙面骨架的网目图;Fig. 2 is the mesh diagram of the utility model wall skeleton;

图3为本实用新型金属网片的折弯图;Fig. 3 is the bending diagram of the utility model metal mesh;

图4为本实用新型的安装使用图;Fig. 4 is the installation diagram of the present utility model;

图5为本实用新型使用时墙面骨架管路图。Fig. 5 is a pipeline diagram of the wall skeleton when the utility model is in use.

具体实施方式Detailed ways

请参阅图1,本实用新型主要由墙面骨架10及若干衔接组件20构成;其中,该墙面骨架10可适应墙壁大小而为适当的尺寸,由两金属网片11对应结合而成,该金属网片11由金属板材经冲压拉伸后使其表面形成连续且呈适当大小的网目12(如图2所示),该网目12的大小可使水泥浆渗透,但又不致完全穿透的尺寸为较好,该金属网片11概呈凹凸交错的波浪状,两金属网片11相对应时,可以焊接、高周波、金属丝绑设等方式将其结合成完整的墙面骨架10;请参阅图3,上述金属网片11在冲压拉伸而形成均布的网目12时,可同时预留若干道未经冲压贯穿的毛边,该毛边恰对应于金属网片11凹凸弯折的位置,使该毛边经弯折后形成补强转折边13,以增加墙面骨架10的强度。Please refer to Fig. 1, the utility model is mainly composed of a wall frame 10 and a number of connecting components 20; wherein, the wall frame 10 can adapt to the size of the wall and is an appropriate size, and is formed by correspondingly combining two metal mesh sheets 11. The metal mesh sheet 11 is stamped and stretched by the metal plate to form a continuous mesh 12 with an appropriate size (as shown in Figure 2). The transparent size is better, and the metal mesh 11 is roughly in the shape of concave and convex interlaced waves. When the two metal meshes 11 correspond, they can be combined into a complete wall skeleton 10 by means of welding, high frequency, and wire binding. Please refer to Fig. 3, when the above-mentioned metal mesh sheet 11 is stamped and stretched to form a uniformly distributed mesh 12, several burrs that have not been stamped and penetrated can be reserved at the same time, and the burrs just correspond to the concave-convex bending of the metal mesh sheet 11. position, so that the burr is bent to form a reinforcing turning edge 13 to increase the strength of the wall skeleton 10 .

若干衔接组件20(请参阅图1),该衔接组件20可固定于建筑物柱面、地面或天花板,而衔接组件20至少在其一侧具有可供墙面骨架10嵌置的嵌槽21。Several connecting components 20 (please refer to FIG. 1 ), which can be fixed on the building column, ground or ceiling, and the connecting components 20 have at least one side of the connecting components 20 for embedded groove 21 for the wall frame 10 .

由上述构造(请参阅图4),可将若干衔接组件20固定于建筑物柱面、地面或天花板的预定墙面位置,并将墙面骨架10的上、下、左、右侧嵌置于各衔接组件20的嵌槽21中,如此,即可在墙面骨架10两侧表面喷附适当厚度的水泥浆(或可为形成墙面的其它浆材),待水泥浆干涸后即形成一墙面。By the above structure (please refer to Fig. 4), several connecting components 20 can be fixed on the predetermined wall positions of the building cylinder, the ground or the ceiling, and the upper, lower, left and right sides of the wall skeleton 10 can be embedded in In the embedding groove 21 of each connecting component 20, like this, can spray the grout of appropriate thickness on the surface of both sides of wall frame 10 (or can be other grout material that forms wall), treat that grout dries up and promptly forms a grout. wall.

因此,由本实用新型的墙面骨架10及若干衔接组件20构成的墙面具有下述优点:Therefore, the wall composed of the wall skeleton 10 of the present invention and several connecting components 20 has the following advantages:

(一)由于墙面骨架10的金属网片11在冲压拉伸而形成均布的网目12时,可同时预留若干道未经冲压贯穿的毛边,使该毛边经弯折后形成补强转折边13,因此可增加金属网片11的强度,使两金属网片11组成墙面骨架10而竖立时,具有一定的强度,进而有利于喷浆工作的进行,以至于整体墙面强度的增加。(1) When the metal mesh 11 of the wall skeleton 10 is stamped and stretched to form a uniformly distributed mesh 12, several burrs that have not been punched through can be reserved at the same time, so that the burrs can be bent to form reinforcement The turning edge 13 can increase the strength of the metal mesh sheet 11, so that when the two metal mesh sheets 11 form the wall skeleton 10 and stand upright, they have a certain strength, which is beneficial to the spraying work, so that the overall wall surface strength is improved. Increase.

(二)由于墙面骨架10由两波浪状的金属网片11对应结合而成,使墙面骨架10内形成管路空间,该管路空间可供水、电等管路穿设,或者填充防火、隔音、隔热等棉材、发泡材,因此该水电管路不必再架埋于水泥浆中,进而可缩减墙壁的厚度,有助于水泥成本的节省,而墙壁也可具有防火、隔音或隔热的功效。(2) Since the wall frame 10 is composed of two wavy metal mesh sheets 11, a pipeline space is formed in the wall frame 10, which can be used for water, electricity and other pipelines, or filled with fireproof , sound insulation, heat insulation and other cotton materials, foam materials, so the water and electricity pipelines do not need to be buried in the cement slurry, and then the thickness of the wall can be reduced, which helps to save the cost of cement, and the wall can also have fire protection and sound insulation. or thermal insulation.

(三)墙面骨架10表面布有连续且呈适当大小的网目12,当墙面骨架10喷浆作业时,该水泥浆喷可轻易附着于墙面骨架10的每一表面及角落,且该网目12恰可供水泥浆渗透但又不致完全穿透,使墙面骨架10的管路空间不致被水泥浆封闭(请参阅图5),而两金属网片11对应接合处又可使水泥浆穿透,使水泥浆构成的墙面呈一体状,更增加墙壁的坚固性;而该水泥浆可轻易附着于墙面骨架10的每一表面及角落,也有助于施工速度的提高。(3) The surface of the wall frame 10 is covered with a continuous mesh 12 of an appropriate size. When the wall frame 10 is sprayed, the grout can be easily attached to each surface and corner of the wall frame 10, and The mesh 12 is just enough for the cement slurry to penetrate but not penetrate completely, so that the pipeline space of the wall skeleton 10 will not be closed by the cement slurry (see Figure 5), and the corresponding joints of the two metal mesh sheets 11 can make the cement slurry The grout penetrates, so that the wall surface formed by the grout is integrated, which further increases the firmness of the wall; and the grout can be easily attached to every surface and corner of the wall skeleton 10, which also contributes to the improvement of the construction speed.

(四)由于墙面骨架10内有管路空间,墙面骨架10喷浆作业时,该管路空间不填含水泥浆,而大量减少水泥浆的材料成本及大幅降低墙壁重量,又可减少结构体的负载。(4) Since there is a pipeline space in the wall framework 10, when the wall framework 10 is sprayed, the pipeline space is not filled with cement slurry, which greatly reduces the material cost of the cement slurry and the weight of the wall, and can also reduce the structure. body load.

从以上所述及附图的实施例中可知,本实用新型将若干衔接组件20固定于建筑物柱面、地面或天花板的预定墙面位置,并将墙面骨架10的上、下、左、右侧嵌置于各衔接组件20的嵌槽21中,又对墙面骨架10两侧表面施以喷浆作业而形成一墙面,以此达到方便施工、降低墙面重量,并且可令水泥浆易于附着而形成墙面的实用新型目的;尤其,由于墙面骨架10的两金属网片11设有若干道补强转折边13,使墙面骨架10的强度得以增加。因此,本实用新型相较于公知的隔墙构造,确具有显著的进步性及实用性,且其运用的技术手段及其构造确为本设计者研发而成,本实用新型已符合实用新型专利的要求,故依法提出申请。本实用新型所说明的构造,为本实用新型的实施例,举凡依本实用新型的构造所作的等效变化,仍应涵盖于本实用新型的申请专利权利要求范围内。As can be seen from the above description and the embodiments of the accompanying drawings, the utility model fixes several connecting components 20 on predetermined wall positions of the building cylinder, the ground or the ceiling, and places the upper, lower, left, and right sides of the wall skeleton 10 The right side is embedded in the caulking groove 21 of each connecting component 20, and spraying is applied to the surface of both sides of the wall skeleton 10 to form a wall, so as to facilitate construction, reduce the weight of the wall, and make the cement The purpose of the utility model is that the slurry is easy to adhere to form a wall; especially, since the two metal mesh sheets 11 of the wall frame 10 are provided with several reinforcement turning edges 13, the strength of the wall frame 10 can be increased. Therefore, compared with the known partition wall structure, the utility model has remarkable progress and practicability, and the technical means and its structure are indeed developed by the designer, and the utility model has already complied with the utility model patent requirements, so the application is made in accordance with the law. The structure described in the utility model is an embodiment of the utility model, and all equivalent changes made according to the structure of the utility model should still be covered within the scope of patent claims of the utility model.

Claims (2)

1.一种隔墙的结构,其主要由墙面骨架及若干衔接组件构成;其特征为:该墙面骨架可适应墙壁大小而为适当的尺寸,其由两金属网片对应结合而成,该金属网片概呈凹凸交错的波浪状,两金属网片相对应时,可以焊接、高周波、金属丝绑设等方式将其结合,该金属网片的表面形成连续性且呈适当大小的网目,该金属网片在成型时,可同时预留若干道未经冲压贯穿的毛边,该毛边恰对应于金属网片凹凸弯折的位置,使该毛边经弯折后形成补强转折边,以增加墙面骨架的强度。1. A partition wall structure, which is mainly composed of a wall skeleton and a number of connecting components; it is characterized in that: the wall skeleton can adapt to the size of the wall and be an appropriate size, and it is formed by correspondingly combining two metal meshes. The metal mesh is generally in the shape of concave and convex interlaced waves. When two metal meshes correspond to each other, they can be combined by welding, high frequency, wire binding, etc. The surface of the metal mesh forms a continuous mesh with an appropriate size. For this purpose, when the metal mesh is formed, several rough edges that have not been stamped and penetrated can be reserved at the same time. The rough edges correspond to the concave-convex bending positions of the metal mesh, so that the rough edges can form a reinforcing turning edge after bending. To increase the strength of the wall skeleton. 2.如权利要求1所述的隔墙的结构,其特征为:该若干衔接组件可固定于建筑物柱面、地面或天花板,而衔接组件至少在其一侧具有可供墙面骨架嵌置的嵌槽;因此,将若干衔接组件固定于建筑物柱面、地面或天花板的预定墙面位置,并将墙面骨架嵌置于各衔接组件的嵌槽中,再对墙面骨架两侧表面施以喷浆作业,待水泥浆干固后而形成一墙面。2. The structure of the partition wall according to claim 1, characterized in that: the several connecting components can be fixed on the building cylinder, the ground or the ceiling, and the connecting components have at least one side of the connecting component that can be embedded in the wall skeleton. Therefore, a number of connecting components are fixed on the predetermined wall position of the building cylinder, ground or ceiling, and the wall skeleton is embedded in the caulking groove of each connecting component, and then the two sides of the wall skeleton are fixed. Shotcrete operation is applied, and a wall surface is formed after the cement slurry dries.
CN 01264186 2001-10-19 2001-10-19 Structure of partition wall Expired - Fee Related CN2515314Y (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100422474C (en) * 2004-02-27 2008-10-01 郭清谅 Reusable wall internal mold supporting system
CN102758492A (en) * 2012-08-09 2012-10-31 贵州皆盈科技开发有限公司 Cast-in-place skeleton net hollow filler wall
CN102767261A (en) * 2012-08-09 2012-11-07 贵州皆盈科技开发有限公司 Hollow combined filling wall and construction method thereof
CN103266687A (en) * 2013-06-07 2013-08-28 贵州皆盈科技开发有限公司 Grid framework filler wall
CN108842959A (en) * 2018-09-05 2018-11-20 河南格锐新材料科技有限公司 A kind of gusset
CN109057117A (en) * 2018-09-05 2018-12-21 河南格锐新材料科技有限公司 A kind of construction process of the floor of multi-storey steel structure building construction
CN109057168A (en) * 2018-09-05 2018-12-21 河南格锐新材料科技有限公司 A kind of construction process of the floor of multi-storey steel structure building construction
TWI655347B (en) * 2017-08-18 2019-04-01 蕭錦輝 Floor-mounted sound insulation
CN110016983A (en) * 2019-05-06 2019-07-16 重庆领固新材料科技有限公司 A kind of ecological light weight partition wall board
CN114575497A (en) * 2021-12-29 2022-06-03 深圳安星建设集团有限公司 Finished product assembly type partition wall assembly structure, building and assembly method

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100422474C (en) * 2004-02-27 2008-10-01 郭清谅 Reusable wall internal mold supporting system
CN102758492A (en) * 2012-08-09 2012-10-31 贵州皆盈科技开发有限公司 Cast-in-place skeleton net hollow filler wall
CN102767261A (en) * 2012-08-09 2012-11-07 贵州皆盈科技开发有限公司 Hollow combined filling wall and construction method thereof
CN102767261B (en) * 2012-08-09 2014-11-26 贵州皆盈科技开发有限公司 Hollow combined filling wall and construction method thereof
CN103266687A (en) * 2013-06-07 2013-08-28 贵州皆盈科技开发有限公司 Grid framework filler wall
CN103266687B (en) * 2013-06-07 2015-05-20 贵州皆盈科技开发有限公司 Grid framework filler wall
TWI655347B (en) * 2017-08-18 2019-04-01 蕭錦輝 Floor-mounted sound insulation
CN108842959A (en) * 2018-09-05 2018-11-20 河南格锐新材料科技有限公司 A kind of gusset
CN109057117A (en) * 2018-09-05 2018-12-21 河南格锐新材料科技有限公司 A kind of construction process of the floor of multi-storey steel structure building construction
CN109057168A (en) * 2018-09-05 2018-12-21 河南格锐新材料科技有限公司 A kind of construction process of the floor of multi-storey steel structure building construction
CN110016983A (en) * 2019-05-06 2019-07-16 重庆领固新材料科技有限公司 A kind of ecological light weight partition wall board
CN114575497A (en) * 2021-12-29 2022-06-03 深圳安星建设集团有限公司 Finished product assembly type partition wall assembly structure, building and assembly method

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