CN217000462U - Hidden rib inner cavity sandwich type prefabricated lightweight aggregate concrete externally-hung wallboard - Google Patents
Hidden rib inner cavity sandwich type prefabricated lightweight aggregate concrete externally-hung wallboard Download PDFInfo
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- CN217000462U CN217000462U CN202220503379.8U CN202220503379U CN217000462U CN 217000462 U CN217000462 U CN 217000462U CN 202220503379 U CN202220503379 U CN 202220503379U CN 217000462 U CN217000462 U CN 217000462U
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- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 2
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- 229920002223 polystyrene Polymers 0.000 description 2
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- 239000003795 chemical substances by application Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
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Abstract
本实用新型公开了一种暗肋内腔夹芯式预制轻骨料混凝土外挂墙板,包括轻骨料混凝土壳体、内腔保温层以及空间钢筋网架;内腔保温层设置在轻骨料混凝土壳体的内腔中;轻骨料混凝土壳体内外叶间设置的空间钢筋网架形成墙板暗肋;壳体的四周边框设为L形断面,左右竖框、上下横框的L形朝向均相反设置。本实用新型的内腔保温层、L形边框设计满足节能、绿色、耐久的要求;暗肋的设置可有效提升复合墙板内外叶协同工作性能,提高墙板的承载力及刚度;轻骨料混凝土壳体及内腔保温层采用相同的胶凝材料,有效实现复合墙板的一体化制备。本实用新型可同时满足预制外挂墙板对轻质、保温、隔热、防水、围护的功能要求,并可提升其生产效率。
The utility model discloses a hollow rib inner cavity sandwich type prefabricated light aggregate concrete external wall panel, which comprises a light aggregate concrete shell, an inner cavity insulation layer and a space steel mesh frame; the inner cavity insulation layer is arranged on the light aggregate concrete shell. In the inner cavity of the concrete shell; the space steel mesh frame set between the inner and outer leaves of the lightweight aggregate concrete shell forms the hidden ribs of the wall; The orientations are set in the opposite direction. The design of the inner cavity insulation layer and the L-shaped frame of the utility model meets the requirements of energy saving, greenness and durability; the setting of the hidden ribs can effectively improve the cooperative working performance of the inner and outer leaves of the composite wallboard, and improve the bearing capacity and rigidity of the wallboard; the lightweight aggregate The same cementitious material is used for the concrete shell and the inner cavity insulation layer, which effectively realizes the integrated preparation of the composite wallboard. The utility model can simultaneously meet the functional requirements of the prefabricated external wall panels for light weight, heat preservation, heat insulation, waterproofing and enclosure, and can improve the production efficiency thereof.
Description
技术领域technical field
本实用新型属于装配式建筑外墙体技术领域,尤其是涉及一种适用于装配式结构的预制轻骨料混凝土外挂墙板的制备及施工技术。The utility model belongs to the technical field of prefabricated building exterior walls, in particular to a preparation and construction technology of a prefabricated lightweight aggregate concrete exterior wall panel suitable for an assembled structure.
背景技术Background technique
建筑业是我国的支柱型产业,新型建筑工业化是我国未来建筑业发展的重中之重。发展新型建筑工业化可促进建筑业的节能减排,提高资源利用效率,实现社会的可持续发展。构件预制化生产、装配式施工的生产方式正是新型建筑工业化的重要特征之一,大力推进以装配式建筑为重点的建筑工业化是我国建筑业发展的必然趋势。The construction industry is my country's pillar industry, and the industrialization of new construction is the top priority of my country's future construction industry development. The development of new building industrialization can promote energy conservation and emission reduction in the construction industry, improve resource utilization efficiency, and achieve sustainable social development. The prefabricated production of components and the production methods of prefabricated construction are one of the important characteristics of new building industrialization. Vigorously promoting the construction industrialization focusing on prefabricated buildings is an inevitable trend in the development of my country's construction industry.
传统的装配式外墙板存在着以下一些技术问题:(1)单一材料的预制外墙板难以满足围护结构热工性能的要求;(2)复合墙板常用的保温形式分为内保温,外保温和夹芯保温。墙体内保温的保温效果较好,但保温层易出现结露,潮湿等现象;墙体外保温是在建筑外墙外侧进行湿作业保温施工,保温材料易与墙板分离,热损失较大;墙体夹芯保温是将保温层复合在墙板内外叶之间,墙板内外叶通常借助连接件与保温层组装起来,墙板整体工作性较差;(3)预制墙板多采用内嵌安装技术,在梁、柱等处存在“冷桥”效应,降低了外围护结构的保温性能;(4)相邻墙板多采用平缝方式拼接,墙板接缝处密封性差。The traditional prefabricated external wall panels have the following technical problems: (1) the prefabricated external wall panels of a single material are difficult to meet the requirements of the thermal performance of the enclosure structure; (2) the commonly used thermal insulation forms of composite wall panels are divided into internal thermal insulation, External insulation and sandwich insulation. The thermal insulation effect of the thermal insulation inside the wall is good, but the thermal insulation layer is prone to condensation and humidity. ; Wall sandwich insulation is to compound the thermal insulation layer between the inner and outer leaves of the wall panel. The inner and outer leaves of the wall panel are usually assembled with the insulation layer by means of connectors, and the overall workability of the wall panel is poor; (3) The prefabricated wall panels are mostly made of internal Embedded installation technology, there is a "cold bridge" effect in beams, columns, etc., which reduces the thermal insulation performance of the outer protective structure; (4) The adjacent wall panels are mostly spliced by flat seams, and the sealing of the joints of the wall panels is poor.
实用新型内容Utility model content
本实用新型的目的在于提供一种暗肋内腔夹芯式预制轻骨料混凝土外挂墙板,以提供一种轻质、保温性能优异、受力性能良好、耐久美观、便于一体化制备的装配式墙板。The purpose of the utility model is to provide a prefabricated lightweight aggregate concrete external wall panel with a hidden rib inner cavity sandwich type, so as to provide an assembly that is lightweight, excellent in thermal insulation performance, good in stress performance, durable and beautiful, and convenient for integrated preparation. wall panel.
实现本实用新型目的的技术解决方案为:The technical solution that realizes the purpose of the present utility model is:
一种暗肋内腔夹芯式预制轻骨料混凝土外挂墙板,包括轻骨料混凝土壳体、内腔保温层以及空间钢筋网架;所述保温层设置在轻骨料混凝土壳体的内腔中;所述轻骨料混凝土壳体内、外叶间设置的空间钢筋网架形成墙板暗肋;轻骨料混凝土壳体的四周边框设为L形边框,相对的两端的L形边框朝向相反,相邻墙板的L形边框搭接形成错口拼缝。An inner cavity sandwich type prefabricated light-weight aggregate concrete external wall panel with hidden rib, comprising a light-weight aggregate concrete shell, an inner cavity thermal insulation layer and a space steel mesh frame; the thermal insulation layer is arranged inside the light-weight aggregate concrete shell In the cavity; the space steel mesh frame arranged between the inner and outer leaves of the lightweight aggregate concrete shell forms the wall panel dark rib; the surrounding frame of the lightweight aggregate concrete shell is set as an L-shaped frame, and the L-shaped frames at opposite ends face Instead, the L-shaped frames of adjacent wall panels overlap to form staggered seams.
本实用新型与现有技术相比,其显著优点是:Compared with the prior art, the present utility model has the following significant advantages:
(1)外挂墙板的外壳为轻骨料混凝土,内腔填充聚苯颗粒混凝土等水泥基类保温材料,可有效降低墙板自重,同时便于实现墙板的一体化制备;(2)内置桁架形成暗肋,有利于提升预制复合墙板的受力性能及整体工作性能;(3)保温材料作为芯层设在轻骨料混凝土外壳围合的内腔中,能有效防止雨雪、冻融等不利因素对保温材料的破坏,保证芯层材料的保温有效性及耐久性,使复合夹芯墙板的热工性能得以提升;(4)左右、上下相邻墙板均采用L形错缝接口,主体结构的梁、柱等构件均被围合在墙板内侧,可解决接缝处密封性差的问题,同时可避免“冷桥”效应,减小热损失;(5)轻骨料混凝土壳体生产时采用质量较轻的陶粒代替碎石制成混凝土,同时墙板采用空腔结构,可显著降低预制混凝土墙板重量,便于运输、安装,同时减轻主体结构荷载。(1) The outer shell of the external wall panel is made of light aggregate concrete, and the inner cavity is filled with cement-based thermal insulation materials such as polystyrene particle concrete, which can effectively reduce the self-weight of the wall panel and facilitate the integrated preparation of the wall panel; (2) Built-in truss The formation of dark ribs is conducive to improving the mechanical performance and overall working performance of the prefabricated composite wallboard; (3) The thermal insulation material is set as the core layer in the inner cavity enclosed by the lightweight aggregate concrete shell, which can effectively prevent rain, snow, freezing and thawing and other unfavorable factors to the damage of the thermal insulation material, ensure the thermal insulation effectiveness and durability of the core layer material, and improve the thermal performance of the composite sandwich wall panel; (4) the left and right, upper and lower adjacent wall panels are L-shaped staggered joints At the interface, the beams, columns and other components of the main structure are enclosed on the inside of the wall panel, which can solve the problem of poor sealing at the joints, and at the same time avoid the "cold bridge" effect and reduce heat loss; (5) Lightweight aggregate concrete When the shell is produced, the lightweight ceramsite is used instead of crushed stone to make concrete, and the wall panel adopts a cavity structure, which can significantly reduce the weight of the precast concrete wall panel, facilitate transportation and installation, and reduce the load of the main structure.
附图说明Description of drawings
图1为本实用新型外观结构示意图。Figure 1 is a schematic diagram of the appearance structure of the utility model.
图2为本实用新型A-A剖面图。Figure 2 is a cross-sectional view of the utility model A-A.
图3为空间钢筋网架示意图。Figure 3 is a schematic diagram of a space steel mesh frame.
图4为本实用新型左右表面拼接示意图。FIG. 4 is a schematic diagram of the splicing of the left and right surfaces of the present invention.
图5为本实用新型上下表面拼接示意图。FIG. 5 is a schematic diagram of the splicing of the upper and lower surfaces of the utility model.
图中:轻骨料混凝土壳体1、保温层2、空间钢筋网架3、L形竖框4、L形横框5、内叶板6、外叶板7、第一钢筋网片8、第二钢筋网片9、第一暗肋10、第二暗肋11、安装孔12、框架柱13、框架梁14、橡胶垫止水带15。In the figure: Lightweight
具体实施方式Detailed ways
下面结合附图及具体实施例对本实用新型做进一步的介绍。The present utility model will be further introduced below in conjunction with the accompanying drawings and specific embodiments.
结合图1和图2,本实用新型暗肋内腔夹芯式预制轻骨料混凝土外挂墙板,包括轻骨料混凝土壳体1、内腔保温层2、空间钢筋网架3;所述轻骨料混凝土壳体1由内叶6、外叶7、L形竖框4、L形横框5构成,内6、外7叶板内分别设有第一钢筋网片8、第二钢筋网片9,所述第一钢筋网片8、第二钢筋网片9之间由水平第一暗肋10及竖向第二暗肋11(钢筋桁架)连接,所述内6、外7叶之间形成空腔,空腔中填充水泥基保温材料充当保温层2;所述轻骨料混凝土壳体1左右设置L形竖框4,上下设置L形横框5,相邻墙板错缝拼接。1 and FIG. 2, the utility model concealed rib inner cavity sandwich type prefabricated lightweight aggregate concrete external wall panel, including lightweight
进一步的,所述轻骨料混凝土壳体1材料为陶粒混凝土,抗压强度30MPa,干密度1600~1900kg/m3;所述保温层2材料可以是聚苯颗粒混凝土、泡沫混凝土、膨胀珍珠岩水泥砂浆等水泥基保温材料。Further, the material of the lightweight
参见图3,所述空间钢筋网架3包括第一钢筋网片8、第二钢筋网片9、第一暗肋10、第二暗肋11;第一钢筋网片8设置在内叶6中,第二钢筋网片9设置在外叶7中,所述第一暗肋10水平居中布置,第二暗肋11居中竖向布置,共同连接内叶板6、外叶板7。Referring to FIG. 3 , the spatial
参见图4,所述轻骨料混凝土壳体1左右两侧设置竖框4,所述竖框4的横截面为L形,其短肢上设有多个安装孔12,用以与框架柱13固定;所述壳体1左右两侧的L形竖框4朝向相反;相邻墙板的L形竖框4左右搭接形成错口拼缝。Referring to FIG. 4 ,
参见图5,所述轻骨料混凝土壳体1上下两侧设置L形横框5,所述壳体1两端的L形横框5朝向相反;相邻墙板的L形横框5上下搭接形成错口拼缝。Referring to FIG. 5 , L-shaped
本实用新型制备过程说明:Description of the preparation process of the present utility model:
L形竖框4、L形横框5、安装孔12为通过设计模具形式得到,在模具刷好脱模剂后,将焊接好的钢筋网片8、水平暗肋10及竖向暗肋11放置在模具中,保持钢筋网片8与模板底部有一定距离;按设计厚度浇筑轻骨料混凝土壳体内叶板6;待轻骨料混凝土壳体内叶板6初凝后,按设计厚度浇筑中间保温层2;待保温层2具有一定承载力后,放置钢筋网片9,并将其与水平暗肋10及竖向暗肋11焊接;浇筑轻骨料混凝土壳体外叶板7及其L形外框;轻骨料混凝土达到设计强度后拆除模板。预制墙板安装时,借助临时支撑将墙板定位,左右相邻的外墙板L形边竖框4错缝拼接;将安装螺栓穿过相邻墙板L形边竖框4上的安装孔12,并与框架柱13拧紧,将墙板固定于框架柱13上;上下相邻两块外墙板拼接时借助L形横框5错缝拼接,所有拼缝处均安装橡胶垫止水带,以保证外墙板密实性。The L-shaped
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