CN2515314Y - Structure of partition wall - Google Patents
Structure of partition wall Download PDFInfo
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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
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- 238000005192 partition Methods 0.000 title claims abstract description 10
- 239000002184 metal Substances 0.000 claims abstract description 30
- 239000004568 cement Substances 0.000 claims abstract description 13
- 238000005452 bending Methods 0.000 claims abstract description 7
- 239000002002 slurry Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000011378 shotcrete Substances 0.000 claims 1
- 238000005507 spraying Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 9
- 239000011440 grout Substances 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 238000009413 insulation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000011449 brick Substances 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009795 derivation Methods 0.000 description 1
- 230000001627 detrimental effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
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Abstract
Description
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
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
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
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
(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
(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
(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
(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
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
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01264186 CN2515314Y (en) | 2001-10-19 | 2001-10-19 | Structure of partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01264186 CN2515314Y (en) | 2001-10-19 | 2001-10-19 | Structure of partition wall |
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| CN2515314Y true CN2515314Y (en) | 2002-10-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 01264186 Expired - Fee Related CN2515314Y (en) | 2001-10-19 | 2001-10-19 | Structure of partition wall |
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Cited By (10)
| 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 |
-
2001
- 2001-10-19 CN CN 01264186 patent/CN2515314Y/en not_active Expired - Fee Related
Cited By (12)
| 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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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
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Owner name: SHANGHAI BAISITE BUILDING MATERIALS CO., LTD. Free format text: FORMER OWNER: GUO QINGLIANG Effective date: 20070216 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Effective date of registration: 20070216 Address after: 201702 Shanghai city Qingpu District Xujing town even pan Road No. 289 Patentee after: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. Address before: Kaohsiung County, Taiwan, China Yongan County Security Road No. 91, No. 1 Patentee before: Guo Qingliang |
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| C56 | Change in the name or address of the patentee | ||
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Address after: Qingpu District Xujing town Jinlian village of Shanghai City, No. 136, zip code: 201702 Patentee after: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. Address before: Shanghai city Qingpu District Xujing town even pan road 289, zip code: 201702 Patentee before: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. |
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Effective date of registration: 20090206 Address after: The first industrial zone of CAI Bai, pit town, Guangdong City, Dongguan Province, China: 523076 Patentee after: Dongguan Times Building Materials Co., Ltd. Address before: Qingpu District Xujing town Jinlian village of Shanghai City, No. 136, zip code: 201702 Patentee before: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. |
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| ASS | Succession or assignment of patent right |
Owner name: DONGGUAN BEISHIDE BUILDING MATERIALS CO., LTD. Free format text: FORMER OWNER: SHANGHAI BAISHITE BUILDING MATERIALS CO., LTD. Effective date: 20090206 |
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| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI BAISHITE BUILDING MATERIALS CO., LTD. Free format text: FORMER OWNER: DONGGUAN BEISHIDE BUILDING MATERIALS CO., LTD. Effective date: 20090619 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090619 Address after: Qingpu District Xujing town Jinlian village of Shanghai City, No. 136, zip code: 201702 Patentee after: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. Address before: The first industrial zone of CAI Bai, pit town, Guangdong City, Dongguan Province, China: 523076 Patentee before: Dongguan Times Building Materials Co., Ltd. |
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| C17 | Cessation of patent right | ||
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Granted publication date: 20021009 Termination date: 20101019 |