CN2260118Y - Combined prefabricated wall panel structure - Google Patents
Combined prefabricated wall panel structure Download PDFInfo
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- CN2260118Y CN2260118Y CN 94220013 CN94220013U CN2260118Y CN 2260118 Y CN2260118 Y CN 2260118Y CN 94220013 CN94220013 CN 94220013 CN 94220013 U CN94220013 U CN 94220013U CN 2260118 Y CN2260118 Y CN 2260118Y
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- 238000003466 welding Methods 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 5
- 239000000835 fiber Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 235000019994 cava Nutrition 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000010586 diagram Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 210000001503 joint Anatomy 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
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Abstract
Description
本实用新型涉及一种建筑用予构墙板。The utility model relates to a pre-structured wall panel for building.
传统的予构墙板,为求较佳的结构强度,均采用整体结构设计,即每块墙板的长度均相当于一层楼高,体积相当庞大。然这种结构虽可获一致的结构强度,但也衍生诸多的弊病,严重影响施工成本,即:In order to obtain better structural strength, the traditional pre-structured wall panels adopt the overall structural design, that is, the length of each wall panel is equivalent to the height of a floor, and the volume is quite large. Although this structure can obtain consistent structural strength, it also has many disadvantages, which seriously affect the construction cost, namely:
(1)因体积庞大,导致制造成本高昂(因其制造设备亦较庞大),严重影响生产者的市场竞争能力。(1) Due to the large size, the manufacturing cost is high (because the manufacturing equipment is also relatively large), which seriously affects the market competitiveness of producers.
(2)占有的仓储空间庞大,导致仓储成本高昂。(2) The occupied storage space is huge, resulting in high storage costs.
(3)运输不便,故运输成本亦相对地高。(3) Transportation is inconvenient, so the transportation cost is relatively high.
(4)搬运不易,必须借助吊车才能完成墙板的安装。(4) It is not easy to carry, and the installation of the wallboard must be completed with the help of a crane.
本实用新型的目的在于:The purpose of this utility model is to:
提供一种适当单位大小,具有组装连接能力的组合式予构墙板结构。在其端头设有对接两头外露钢筋的焊接孔,在对接处有予构柱状L形、T形或十字形转接角构件,由于能提供的快速定位对接功能,可使单块墙板快速组装扩展至所需尺寸的结合式予构墙板结构,从而可大幅降低制造、仓储及运输成本。A combined pre-structured wall panel structure with proper unit size and ability to assemble and connect is provided. There is a welding hole at the end to connect the exposed steel bars at both ends, and there is a pre-structured columnar L-shaped, T-shaped or cross-shaped corner member at the butt joint. Due to the fast positioning and docking function that can be provided, the single wall panel can be quickly Assemble a combined preframed wall panel structure that expands to the required size, thereby substantially reducing manufacturing, warehousing and shipping costs.
本实用新型是这样完成的:The utility model is accomplished like this:
本实用新型的主体是一适当单位大小的板状予构墙板,其右侧壁和底侧壁均各设有向内凹陷且呈开放形的定位槽,而其左侧壁及上侧壁均各设有向外凸出且呈长条状的定位轨;其内侧壁四周边缘均有若干向内凹的焊接孔,用于焊接补强钢筋末端;予构墙板的角接处可有适当长度的长条柱体的L形、T形及十字形转接角柱,用作支撑定位使之转接和连接。籍上述构件,即可根据施工要求,弹性地组装扩展组合式予构墙板。The main body of the utility model is a plate-shaped pre-structured wallboard with an appropriate unit size, and its right side wall and bottom side wall are respectively provided with inwardly recessed and open positioning grooves, while its left side wall and upper side wall Each is provided with a protruding and long strip-shaped positioning rail; there are a number of inwardly concave welding holes around the edges of the inner wall, which are used for welding the end of the reinforcing steel bar; the corner joints of the pre-structured wall panels may have The L-shaped, T-shaped and cross-shaped transfer corner columns of the long columns of appropriate length are used for supporting and positioning to transfer and connect them. Based on the above-mentioned components, the expanded combined pre-structured wall panels can be elastically assembled according to the construction requirements.
本实用新型与已有技术相比的优点是:Compared with the prior art, the utility model has the following advantages:
1、按本实用新型提供的小型化、可任意组合扩展的结构特征,使予构墙板的制造成本、仓储成本及运输成本均能大幅度降低,籍以增强生产者的市场竞争力;1. The structural features of miniaturization and arbitrary combination and expansion provided by the utility model can greatly reduce the manufacturing cost, storage cost and transportation cost of the pre-structured wallboard, thereby enhancing the market competitiveness of the producer;
2、按本实用新型小型化的结构特征,使予构墙板的安装及搬运,均无须借助于吊车,即可个人独立迅速完成;2. According to the miniaturized structural features of the utility model, the installation and transportation of the pre-structured wall panels can be completed independently and quickly without the help of a crane;
3、按本实用新型特有的定位槽、定位轨结构,提供了快速对合定位功能,使施工者无须具备高超的技能,亦能快速正确地完成组合扩展的施工作业;3. According to the unique positioning groove and positioning rail structure of the utility model, a fast alignment and positioning function is provided, so that the builder can quickly and correctly complete the combined and expanded construction work without having to possess superb skills;
4、按本实用新型特有的焊接孔,可确切地将焊具自由伸入。迅速地将对合的钢筋焊接;4. According to the unique welding hole of the utility model, the welding tool can be inserted freely. Quickly weld the joined steel bars;
5、按本实用新型的L形、T形及十字形转接角柱的结构特征,可视实际需要弹性地进行隔间需要,提供组合式予构墙板适当的定位支撑及转接功能。5. According to the structural features of the L-shaped, T-shaped and cross-shaped transfer corner columns of the present utility model, the partition needs can be flexibly implemented according to the actual needs, and proper positioning support and transfer functions of the combined pre-structured wall panels can be provided.
附图说明Description of drawings
图1为本实用新型的立体示意图。Fig. 1 is a perspective view of the utility model.
图2为本实用新型的立体组装示意图。Fig. 2 is a three-dimensional assembly diagram of the utility model.
图3为本实用新型的平面组装示意图。Fig. 3 is a schematic diagram of plane assembly of the utility model.
图4为本实用新型的平面组装剖视图。Fig. 4 is a plane assembly cross-sectional view of the utility model.
图5为本实用新型带有纤维板的立体示意图。Fig. 5 is a three-dimensional schematic view of the utility model with a fiberboard.
图6为本实用新型中L形转接角柱结构示意图。Fig. 6 is a schematic diagram of the structure of an L-shaped transfer angle column in the utility model.
图7为本实用新型中T形转接角柱结构示意图。Fig. 7 is a schematic diagram of the structure of a T-shaped transfer corner column in the present invention.
图8为本实用新型十字形转接角柱结构示意图。Fig. 8 is a schematic diagram of the structure of a cross-shaped transfer angle column of the present invention.
图9为本实用新型实施例平面示意图。Fig. 9 is a schematic plan view of an embodiment of the utility model.
图10为另一种L形转接角柱结构示意图。Fig. 10 is a structural schematic diagram of another L-shaped transfer angle column.
图11为另一种T形转接角柱结构示意图。Fig. 11 is a structural schematic diagram of another T-shaped transfer angle column.
图12为另一种十字形转接角柱结构示意图。Fig. 12 is a structural schematic diagram of another cross-shaped transfer angle column.
图中:In the picture:
1--予构墙板1-- Pre-structured wall panels
11--右侧壁 111--第一定位槽11--
12--底侧壁 121--第二定位槽12--
13--左侧壁 131--第一定位轨13--
14--上侧壁 141--第二定位轨14--
15--内侧壁 151--焊接孔15--inside
16--钢筋 17--外侧壁16--Rebar 17--Outer wall
18--纤维墙板 21--L形转接角柱18--
22--T形转接角柱 23--十字形转接角柱22--T-shaped
206--嵌合定位槽 207--对位槽206--Fitting
208--对位轨208--Alignment rail
根据实施例说明本实用新型Illustrate the utility model according to embodiment
图1为本实用新型的主体,为一适当单位大小的板片状予构墙板1,其右侧壁11及底侧壁12均设有一内向凹陷、呈开放形的长形槽道,作为予构墙板1组合定位之第一定位槽111、第二定位槽121;其左侧壁13及上侧壁14,均设有一向外凸出、呈长条状的条块,恰与第一定位槽111、第二定位槽121对合,作为予构墙板1组合定位的第一定位轨131、第二定位轨141;另外,予构墙板1的内侧壁15四周边缘,均设有若干对称的、个数相等的凹槽孔,正好使加强钢筋16末端外露,形成能将其焊接使之连接的焊接孔151。Fig. 1 is the main body of the present utility model, is the sheet-like pre-structured
图2至图4是本实用新型所提供的特有的第一定位槽111、第二定位槽121与第一定位轨131、第二定位轨141间相互快速定位对合功能,可使予构墙板1快速叠合扩展,以满足各种施工之需求;另外,当予构墙板1靠拢叠合后,加强钢筋16的外露部分亦将彼此对合;此时即可由焊接孔151所提供凹槽孔,使焊具伸入将对合的钢筋焊连,最后再用水泥将焊接孔填补。这样即完成一具有整体强度的扩展连接的组合式予构墙板。Fig. 2 to Fig. 4 are the unique
图5是本实用新型的内、外侧壁15、17上可再覆盖一层水泥纤维组织的纤维墙板18,这不但可以增加予构墙板1的结构强度,更可提高墙面的平整度并起到美化作用。Fig. 5 is the
图6至图8所示,在组合式予构墙板1的角接处,可用予构的长条柱体的且具有支撑定位、转接和连接功能的L形、T形或十字形转接角柱21、22、及23,作为配合组合式予构墙板1的各种安装形式的支撑定位柱,以达到各种隔间设计的施工要求。As shown in Fig. 6 to Fig. 8, at the corner joint of the combined
上述的L形转接角柱21、T形转接角柱22和十字形转接角柱的顶部边缘都呈平面状,而底部边缘则是向内凹陷呈开放形的长槽道,用此作为竖立对位时的对位槽207,而各长边亦为向内凹陷呈开放形的长槽道,作为与组合式予构墙板1组装连接时的嵌合定位槽206。The top edges of the above-mentioned L-shaped
另外,上述L形转接角柱21、T形转接角柱22及十字形转接角柱23的嵌合定位槽206,其内侧壁边缘,还有若干内凹的、对称的、且其间距与组合式予构墙板1上相同的槽孔,使之正好将补强用钢筋16的末端外露以便于母体的组合式予构墙板1连接组合时作焊孔151以便于焊接。In addition, the
配合图9可见,当母体组合式予构墙板1作为隔间墙板使用时,均利用L形转接角柱21、T形转接角柱22及十字形转接角柱23等构件的支撑定位及转接结合等功能,可以完全满足使用者的各种弹性隔间的要求。It can be seen from Fig. 9 that when the matrix combined pre-structured
图10、11、12是1形转接角柱21、T形转接角柱22及十字形转接角柱23的另一结构形式,其主要差别在于其是以适当的单位长度为一小单元体,其顶侧边缘均有向外凸出的条块,正好可与底端对位槽207相互嵌合接续的对位轨208。据此,可依其适当单位长度的结构特点,为仓储、搬运以及施工造成极大的方便,更可视实际施工状况,任意接续成实际所需的长度,以完全满足各种施工的需要。Figures 10, 11, and 12 are another structural form of a 1-shaped
另外,上述的L形转接角柱21、T形转接角柱22及十字形转接角柱23等构件之补强用钢筋16,可根据不同使用需求选择是否使用焊接,如不需要焊接,则上述几种转接角柱亦可做成无焊接孔151的结构与组合式予构墙板1连接使用。In addition, the reinforcing
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 94220013 CN2260118Y (en) | 1994-09-05 | 1994-09-05 | Combined prefabricated wall panel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 94220013 CN2260118Y (en) | 1994-09-05 | 1994-09-05 | Combined prefabricated wall panel structure |
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| Publication Number | Publication Date |
|---|---|
| CN2260118Y true CN2260118Y (en) | 1997-08-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 94220013 Expired - Fee Related CN2260118Y (en) | 1994-09-05 | 1994-09-05 | Combined prefabricated wall panel structure |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852251A (en) * | 2012-09-11 | 2013-01-02 | 苏州柯利达装饰股份有限公司 | Joggled light-weight partition |
| CN103572884A (en) * | 2012-07-31 | 2014-02-12 | 初明进 | Prefabricated concrete hollow component |
| CN104234269A (en) * | 2014-07-02 | 2014-12-24 | 山东万斯达建筑工业化研究院有限公司 | Construction method for prefabricated row hole-type shear wall |
| CN104594531A (en) * | 2015-01-19 | 2015-05-06 | 北京振利节能环保科技股份有限公司 | Unit type lightweight ribbed partition and construction method thereof |
| CN104895215A (en) * | 2014-03-07 | 2015-09-09 | 马义和 | A combined house plate wall structure and a digital printing production method thereof |
| CN108385871A (en) * | 2015-08-19 | 2018-08-10 | 周兆弟 | The precast wall body of fabricated structure |
| CN110342051A (en) * | 2019-07-29 | 2019-10-18 | 宋军 | A kind of multiduty superposition frame code device and its a kind of multiduty superposition frame code combination unit |
-
1994
- 1994-09-05 CN CN 94220013 patent/CN2260118Y/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572884A (en) * | 2012-07-31 | 2014-02-12 | 初明进 | Prefabricated concrete hollow component |
| CN102852251A (en) * | 2012-09-11 | 2013-01-02 | 苏州柯利达装饰股份有限公司 | Joggled light-weight partition |
| CN104895215A (en) * | 2014-03-07 | 2015-09-09 | 马义和 | A combined house plate wall structure and a digital printing production method thereof |
| CN104234269A (en) * | 2014-07-02 | 2014-12-24 | 山东万斯达建筑工业化研究院有限公司 | Construction method for prefabricated row hole-type shear wall |
| CN104234268A (en) * | 2014-07-02 | 2014-12-24 | 山东万斯达建筑工业化研究院有限公司 | Prefabricated row type shear wall |
| CN104234269B (en) * | 2014-07-02 | 2016-04-13 | 山东万斯达建筑工业化研究院有限公司 | A kind of construction method of prefabricated round type shear wall |
| CN104594531A (en) * | 2015-01-19 | 2015-05-06 | 北京振利节能环保科技股份有限公司 | Unit type lightweight ribbed partition and construction method thereof |
| CN104594531B (en) * | 2015-01-19 | 2016-08-24 | 北京振利节能环保科技股份有限公司 | A kind of modular lightweight band muscle partition wall and construction method thereof |
| CN108385871A (en) * | 2015-08-19 | 2018-08-10 | 周兆弟 | The precast wall body of fabricated structure |
| CN110342051A (en) * | 2019-07-29 | 2019-10-18 | 宋军 | A kind of multiduty superposition frame code device and its a kind of multiduty superposition frame code combination unit |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |