CN207130912U - A kind of new assembling type steel structure external wall system - Google Patents
A kind of new assembling type steel structure external wall system Download PDFInfo
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Abstract
本实用新型涉及一种装配式外墙,尤其涉及一种新型的装配式钢结构外墙体系由外向内依次包括CCA板、空气层和复合节能板层,所述复合节能板上固定有竖龙骨,所述竖龙骨穿过空气层固定所述CCA板;所述CCA板之间接缝处嵌填建筑密封胶;置于所述外墙外侧的复合节能板与楼板之间设有混凝土防水坎。该外墙采用复合保温,且保温墙不会因热胀冷缩产生开裂现象。
The utility model relates to a prefabricated exterior wall, in particular to a novel prefabricated steel structure exterior wall system which sequentially includes a CCA board, an air layer and a composite energy-saving board layer from the outside to the inside, and the composite energy-saving board is fixed with a vertical keel , the vertical keel passes through the air layer to fix the CCA board; the joints between the CCA boards are filled with building sealant; a concrete waterproof sill is provided between the composite energy-saving board placed outside the outer wall and the floor slab. The exterior wall adopts composite insulation, and the insulation wall will not crack due to thermal expansion and contraction.
Description
技术领域technical field
本发明涉及一种装配式外墙,尤其涉及一种新型的装配式钢结构外墙体系。The invention relates to an assembled exterior wall, in particular to a novel assembled steel structure exterior wall system.
背景技术Background technique
由于钢材本身的材料性能特点,钢材的导热系数大,一般约为混凝土的40倍,因此需加强对钢结构住宅保温体系的建设。现有的钢结构住宅外墙保温体系通常做法及弊端:1)在外墙柱梁构件部位两侧外挂轻质条板,中间空腔现浇轻质混凝土。现场存在着大量现场湿作业,施工繁琐,需二次浇筑混凝土,且每块隔墙板空腔均需分别灌筑,施工质量不易保证。2)在外墙部位钢梁上砌筑轻质砌块,钢结构节点部位粘贴保温板,现场同样存在湿作业,且施工效率较低。以上两种施工方法均会存在大量的现场湿作业,无法真正体现出装配式钢结构住宅施工的全工业化制造与安装的优势,工期较长。外墙单一采用混凝土夹芯保温条板,由于条板长期暴露在外界大气环境中,温差湿度的影响均会导致条板间的拼缝因热胀冷缩出现裂缝,且单一的混凝土夹心条板保温性能也满足不了节能要求。Due to the material performance characteristics of steel itself, the thermal conductivity of steel is large, generally about 40 times that of concrete, so it is necessary to strengthen the construction of the insulation system of steel structure houses. Common practices and drawbacks of existing steel structure residential exterior wall insulation systems: 1) Hang lightweight strips on both sides of the column and beam components of the exterior wall, and cast in-situ lightweight concrete in the middle cavity. There are a lot of on-site wet work on site, the construction is cumbersome, and concrete needs to be poured twice, and the cavity of each partition wall needs to be poured separately, so the construction quality is not easy to guarantee. 2) Lightweight blocks are built on the steel beams of the outer wall, and insulation boards are pasted on the joints of the steel structure. There is also wet work on site, and the construction efficiency is low. Both of the above two construction methods will involve a large number of on-site wet operations, which cannot truly reflect the advantages of fully industrialized manufacturing and installation of prefabricated steel structure residential construction, and the construction period is relatively long. The exterior wall only uses concrete sandwich insulation slats. Since the slats are exposed to the external atmosphere for a long time, the influence of temperature difference and humidity will cause cracks in the joints between the slats due to thermal expansion and contraction, and the single concrete sandwich slats Insulation performance can not meet the energy-saving requirements.
发明内容Contents of the invention
为了解决现有技术中外墙保温效果不佳、湿作业较多、保温条板易因热胀冷缩导致出现裂缝的缺点,本发明提供了一种新型的装配式钢结构外墙体系,该外墙通过在房屋外侧墙面设置空气层,提高了保温效果,通过在外墙表采用CCA板防止保温条板出现裂缝现象的发生。为了实现上述目的,本发明所采取的技术方案为:一种新型的装配式钢结构外墙体系,由外向内依次包括CCA板、空气层和复合节能板层,所述复合节能板上固定有竖龙骨,所述竖龙骨穿过空气层固定所述 CCA板;所述CCA板之间接缝处嵌填建筑密封胶;In order to solve the disadvantages of poor thermal insulation effect of external walls in the prior art, more wet work, and cracks in thermal insulation strips due to thermal expansion and contraction, the present invention provides a new type of assembled steel structure external wall system. The wall improves the thermal insulation effect by setting an air layer on the outer wall of the house, and prevents the occurrence of cracks in the thermal insulation strips by using CCA boards on the outer wall surface. In order to achieve the above purpose, the technical solution adopted by the present invention is: a new type of assembled steel structure exterior wall system, which includes CCA board, air layer and composite energy-saving board layer from outside to inside, and the composite energy-saving board is fixed with Vertical keels, the vertical keels pass through the air layer to fix the CCA boards; the joints between the CCA boards are filled with building sealant;
置于所述外墙外侧的复合节能板与楼板之间设有混凝土防水坎。A concrete waterproof sill is provided between the composite energy-saving board placed outside the outer wall and the floor slab.
进一步的,所述龙骨上安装有连接件,CCA板通过所述连接件固定在龙骨上。Further, a connecting piece is installed on the keel, and the CCA board is fixed on the keel through the connecting piece.
进一步的,所述的空气层厚度为50mm。Further, the thickness of the air layer is 50mm.
进一步的,还包括厚涂型防火涂料层和钢支撑,所述外墙的结构由置于房屋外的墙面向内依次为CCA板、空气层、复合节能板层、防火涂料层和钢支撑。Further, it also includes a thick-coated fireproof paint layer and steel support. The structure of the outer wall consists of a CCA board, an air layer, a composite energy-saving board layer, a fireproof paint layer and a steel support in the order of the wall placed outside the house. .
进一步的,所述外墙的结构由钢支撑向房屋内壁依次为:钢支撑、防火涂料层、复合节能板层和内墙装饰层。Further, the structure of the outer wall is supported from steel to the inner wall of the building in sequence: steel support, fireproof paint layer, composite energy-saving board layer and interior wall decoration layer.
进一步的,所述混凝土防水坎高度为100mm。Further, the concrete waterproof sill height is 100mm.
进一步的,外墙与楼板接触端设有工字型钢梁,所述外墙与所述楼板接触端的结构为:中间工字型钢梁,向两侧依次为厚涂型防火涂料层,岩棉层、轻质复合节能板和装饰墙体层,所述厚涂型防火涂料层包裹所述工字型钢梁。Further, there is an I-shaped steel beam at the contact end of the outer wall and the floor slab, and the structure of the contact end of the outer wall and the floor slab is: an I-shaped steel beam in the middle, thick-coated fireproof coating layers on both sides, rock A cotton layer, a lightweight composite energy-saving board and a decorative wall layer, the thick-coated fireproof paint layer wrapping the I-shaped steel beam.
进一步的,两相邻的墙体之间设有钢管混凝土柱,所述钢管混凝土柱设于两墙体的夹角处,所述轻质复合节能板与所述钢管混凝土柱连接端预留接缝,所述轻质复合节能板与所述钢管混凝土柱通过角钢固定连接,所述角钢一端焊接于钢管混凝土柱内的钢柱上,一端穿过轻质复合节能板上的预留接缝置于轻质复合节能板内。Further, there is a steel tube concrete column between two adjacent walls, the steel tube concrete column is set at the angle between the two walls, and the connection between the lightweight composite energy-saving board and the steel tube concrete column is reserved. The lightweight composite energy-saving panel is fixedly connected to the concrete-filled steel tube column through an angle steel, one end of the angle steel is welded to the steel column in the steel-filled concrete column, and the other end passes through the reserved seam on the lightweight composite energy-saving panel. In the lightweight composite energy-saving board.
进一步的,所述的钢管混凝土柱由内向外依次包裹有防火涂料层、保温岩棉层、空气层和CCA板。Further, the concrete-filled steel pipe column is sequentially wrapped with a fireproof coating layer, a thermal insulation rock wool layer, an air layer and a CCA board from the inside to the outside.
本发明所产生的有益效果:(1)本发明中的外墙基本取消了现有传统作法的现场湿作业,具有施工简便,工业化程度高等优势;(2) 采取了复合保温体系,充分利用了空气腔本身的保温性能,使得钢结构住宅外墙整体保温性能达到节能标准;(3)由于外层CCA板(蒸压纤维水泥板)材料性能稳定,且厚度较薄,长期暴露在外界大气环境中变形小,接缝间不易产生裂缝等现象。(4)本发明中的装配式结构解决了安装斜向钢支撑过程中的施工困难这一难题。Beneficial effects produced by the present invention: (1) The external wall in the present invention basically cancels the existing traditional method of on-site wet work, and has the advantages of simple construction and high degree of industrialization; The thermal insulation performance of the air cavity itself makes the overall thermal insulation performance of the outer wall of the steel structure house meet the energy-saving standard; (3) Due to the stable performance of the outer layer CCA board (autoclaved fiber cement board) The medium deformation is small, and the cracks are not easy to occur between the joints. (4) The prefabricated structure in the present invention solves the difficult problem of construction difficulty in the process of installing oblique steel supports.
附图说明Description of drawings
图1实施例1外墙与楼板结构示意图;Fig. 1 Embodiment 1 outer wall and floor structural schematic diagram;
图2实施例1外墙与钢管混凝土柱结构示意图;Fig. 2 Example 1 exterior wall and steel pipe concrete column structural schematic diagram;
图3实施例2外墙结构示意图;Fig. 3 embodiment 2 outer wall structure schematic diagram;
图中:1、CCA板,2、空气层,3、复合节能板,4、楼板,5、工字型钢梁,6、防水坎,7、防火涂料层,8、钢筋,9、钢管混凝土柱, 10、龙骨,11、连接件,12、岩棉,13、钢支撑。In the figure: 1. CCA board, 2. Air layer, 3. Composite energy-saving board, 4. Floor slab, 5. I-shaped steel beam, 6. Waterproof sill, 7. Fireproof coating layer, 8. Steel bar, 9. Steel tube concrete Column, 10, keel, 11, connector, 12, rock wool, 13, steel support.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本发明做进一步详细的解释说明,但应当理解为本发明的保护范围并不受具体实施方式的限制。The present invention will be further explained in detail below in conjunction with the accompanying drawings and specific embodiments, but it should be understood that the protection scope of the present invention is not limited by the specific embodiments.
实施例1-无钢支撑外墙设计体系Example 1 - Design system of exterior wall without steel support
如图1所示,一种新型的无钢支撑的装配式钢结构外墙体系,由外向内依次包括CCA板1、空气层2和复合节能板层,复合节能板3上固定有竖龙骨10,竖龙骨10穿过空气层2固定所述CCA板1;CCA板1 之间接缝处嵌填建筑密封胶,具体为填嵌云石胶。置于所述外墙外侧的复合节能板3与楼板4之间设有混凝土防水坎6,防水坎6与复合节能板3之间通过的钢筋8固定连接,防水坎6与复合节能板3的接触面处填充有水泥砂浆,轻质复合节能板3通过钢筋8固定在楼层之间的楼板4上,复合节能板3和楼板4接触面处选用水泥砂浆填实,相邻两复合节能板3之间通过企口连接,企口内嵌填墙板接缝材料。为了增加两轻质复合节能板3之间的牢固性,板与板间外侧粘贴防裂带。As shown in Figure 1, a new type of prefabricated steel structure exterior wall system without steel support includes CCA board 1, air layer 2 and composite energy-saving board layer from outside to inside, and vertical keel 10 is fixed on the composite energy-saving board 3 , the vertical keel 10 passes through the air layer 2 to fix the CCA board 1 ; the joints between the CCA boards 1 are filled with building sealant, specifically marble glue. A concrete waterproof sill 6 is provided between the composite energy-saving panel 3 placed on the outer side of the outer wall and the floor 4, and the waterproof sill 6 and the composite energy-saving panel 3 pass through The steel bars 8 are fixedly connected, the contact surface between the waterproof sill 6 and the composite energy-saving board 3 is filled with cement mortar, the lightweight composite energy-saving board 3 is fixed on the floor 4 between the floors through the steel bars 8, and the composite energy-saving board 3 and the floor 4 are in contact The surface is filled with cement mortar, and the two adjacent composite energy-saving panels 3 are connected by a groove, and the wallboard joint material is embedded in the groove. In order to increase the firmness between the two lightweight composite energy-saving boards 3, an anti-crack tape is pasted on the outside between the boards.
为了方便固定CCA板1,所述龙骨10上安装有连接件11,CCA板1 通过所述连接件11固定在龙骨10上。为了增加墙体的支撑强度,置于两楼层之间楼板4下面的墙体与楼板4之间设有工字型钢梁5,工字型钢梁5结构处于墙体与楼板4接触端,具体结构为:中间工字型钢梁5,向两侧依次为厚涂型防火涂料层7,岩棉12层、轻质复合节能板3和 CCA板1或装饰墙体层,所述厚涂型防火涂料层7包裹所述工字型钢梁 5。In order to fix the CCA board 1 conveniently, a connecting piece 11 is installed on the keel 10 , and the CCA board 1 is fixed on the keel 10 through the connecting piece 11 . In order to increase the supporting strength of the wall, an I-shaped steel beam 5 is arranged between the wall and the floor 4 between the two floors, and the I-shaped steel beam 5 is at the contact end of the wall and the floor 4. The specific structure is: I-shaped steel beam 5 in the middle, thick-coated fireproof coating layer 7, 12 layers of rock wool, lightweight composite energy-saving board 3 and CCA board 1 or decorative wall layer on both sides. Type fireproof coating layer 7 wraps described I-shaped steel beam 5.
两相邻的钢支撑13墙体与无钢支撑13墙体或两无钢支撑13墙体之间设有钢管混凝土柱9,所述钢管混凝土柱9设于两墙体的夹角处,所述轻质复合节能板3与所述钢管混凝土柱9连接端预留接缝,所述轻质复合节能板3与所述钢管混凝土柱9通过角钢固定连接,所述角钢一端焊接于钢管混凝土柱9内的钢柱上,一端穿过轻质复合节能板3上的预留接缝置于轻质复合节能板3内。钢管混凝土柱9由内向外依次包裹有防火涂料层7、保温岩棉12、空气层2和CCA板1。A steel tube concrete column 9 is arranged between two adjacent steel support 13 walls and no steel support 13 walls or two no steel support 13 walls, and the steel tube concrete column 9 is arranged at the angle between the two walls. A seam is reserved at the connecting end of the lightweight composite energy-saving panel 3 and the concrete-filled steel tube column 9, the lightweight composite energy-saving panel 3 and the concrete-filled steel tube column 9 are fixedly connected by an angle steel, and one end of the angle steel is welded to the concrete-filled steel tube column 9, one end passes through the reserved seam on the lightweight composite energy-saving panel 3 and is placed in the lightweight composite energy-saving panel 3. The concrete-filled steel tube column 9 is sequentially wrapped with a fireproof coating layer 7, thermal insulation rock wool 12, an air layer 2 and a CCA board 1 from the inside to the outside.
本发明中的混凝土防水坎6高度为100mm,空气层2厚度为50mm,轻质复合节能板3厚度为150mm,CCA板1厚10mm,竖龙骨10为QC50。The concrete waterproof sill 6 in the present invention has a height of 100mm, the air layer 2 has a thickness of 50mm, the lightweight composite energy-saving board 3 has a thickness of 150mm, the CCA board 1 has a thickness of 10mm, and the vertical keel 10 is QC50.
实施例2-有钢支撑13外墙设计体系Example 2 - 13 exterior wall design system with steel support
本实施例与实施例1之间的不同点仅在于:外墙墙体中部设有斜向钢支撑13,由钢支撑13处向房屋外侧墙壁延伸依次为钢支撑13、防火涂料层7、复合节能板层、空气层2和CCA板1;外墙的墙体结构由钢支撑13向房屋内壁依次为:钢支撑13、防火涂料层7、复合节能板3 层和内墙装饰层。The difference between this embodiment and Embodiment 1 is only that: an oblique steel support 13 is provided in the middle of the outer wall, and the extension from the steel support 13 to the outer wall of the house is steel support 13, fireproof coating layer 7, composite Energy-saving board layer, air layer 2 and CCA board 1; the wall structure of the outer wall is from steel support 13 to the inner wall of the house: steel support 13, fireproof coating layer 7, composite energy-saving board 3 layers and interior wall decoration layer.
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明技术原理的前提下,还可以做出若干改进和变型,这些改进和变型也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the technical principle of the present invention, some improvements and modifications can also be made, these improvements and modifications It should also be regarded as the protection scope of the present invention.
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| CN107201791A (en) * | 2017-07-06 | 2017-09-26 | 江苏中南建筑产业集团有限责任公司 | A kind of new assembling type steel structure external wall system |
| CN110241921A (en) * | 2019-03-15 | 2019-09-17 | 安徽鸿路钢结构(集团)股份有限公司 | A kind of steel construction assembling type outer wall system |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107201791A (en) * | 2017-07-06 | 2017-09-26 | 江苏中南建筑产业集团有限责任公司 | A kind of new assembling type steel structure external wall system |
| CN110241921A (en) * | 2019-03-15 | 2019-09-17 | 安徽鸿路钢结构(集团)股份有限公司 | A kind of steel construction assembling type outer wall system |
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