CN107165332B - High-integration assembled enclosure wall board - Google Patents
High-integration assembled enclosure wall board Download PDFInfo
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- CN107165332B CN107165332B CN201710414041.9A CN201710414041A CN107165332B CN 107165332 B CN107165332 B CN 107165332B CN 201710414041 A CN201710414041 A CN 201710414041A CN 107165332 B CN107165332 B CN 107165332B
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- 239000004567 concrete Substances 0.000 claims abstract description 36
- 238000005034 decoration Methods 0.000 claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
- 239000000463 material Substances 0.000 claims description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 16
- 239000004570 mortar (masonry) Substances 0.000 claims description 11
- 238000009413 insulation Methods 0.000 claims description 7
- 239000004744 fabric Substances 0.000 claims description 5
- 230000000694 effects Effects 0.000 claims description 4
- 239000011505 plaster Substances 0.000 claims description 4
- 238000005488 sandblasting Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 238000000034 method Methods 0.000 abstract description 7
- 238000011161 development Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 238000012545 processing Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 230000007547 defect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 9
- 238000005336 cracking Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 238000010009 beating Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000004079 fireproofing Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
- E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Abstract
Description
技术领域Technical field
本申请涉及装配式建筑领域，且特别涉及一种高集成度装配式围护墙板，该围护墙板集成了保温、防火、外表面装饰、内表面装饰、管线系统、窗框预埋等功能，具有装配化程度高、轻质高强、施工简便等特点。This application relates to the field of prefabricated buildings, and in particular to a highly integrated prefabricated enclosure wall panel that integrates thermal insulation, fire protection, exterior surface decoration, interior surface decoration, pipeline system, window frame pre-embedding, etc. It has the characteristics of high degree of assembly, light weight and high strength, and easy construction.
背景技术Background technique
大力推进装配式建筑发展，明确将创新装配式建筑设计、优化部品部件生产、提升装配式施工水平、推进建筑全装修、推广绿色建材等为未来建筑业的推广方向。围护结构作为建筑的外表皮，承担了保温、防火、装饰等多项功能。Vigorously promote the development of prefabricated buildings, and clearly define innovative prefabricated building designs, optimize component production, improve prefabricated construction levels, promote full building decoration, and promote green building materials as the future promotion directions of the construction industry. As the outer skin of a building, the building envelope assumes multiple functions such as thermal insulation, fire protection, and decoration.
但目前，外围护墙体仍以轻质混凝土砌块现场砌筑为主，现场施工劳动强度大、施工效率低，质量不易保证。即使是对装配式建筑中应用的预制外围护墙体构件，其功能集成度普遍不高。市场上已经出现的预制外围护构件饰面反打工艺，是将外装饰层与预制混凝土围护墙体在工厂一体化浇筑，但构件整体容重过大，构件运输和现场施工难度大。预制墙体的保温、装饰材料仍以现场贴挂为主，施工时需要搭设外脚手架，提高了施工成本和施工难度。同时围护墙体与主体结构的连接节点多采用湿式作业，现场需要浇筑混凝土，钢筋交错复杂，施工难度大。同时，业主对内装和管线排布的个性化需求不能得到满足时，常发生开凿围护墙体进行改装的情况，破坏了围护结构的完整性且留下了安全隐患。However, at present, the outer protective walls are still mainly built on-site with lightweight concrete blocks. On-site construction is labor-intensive, construction efficiency is low, and the quality is difficult to guarantee. Even for prefabricated peripheral wall components used in prefabricated buildings, their functional integration is generally not high. The back-beating process for prefabricated exterior enclosure components that has appeared on the market is to integrate the exterior decorative layer and the precast concrete enclosure wall in the factory. However, the overall bulk density of the component is too large, and it is difficult to transport the components and construct on-site. The insulation and decorative materials of prefabricated walls are still mainly hung on site, and external scaffolding needs to be set up during construction, which increases the construction cost and difficulty. At the same time, the connection nodes between the retaining wall and the main structure are mostly operated by wet methods. Concrete needs to be poured on site, and the steel bars are intricately interlaced, making construction difficult. At the same time, when the owner's individual needs for interior decoration and pipeline layout cannot be met, the enclosure wall is often excavated and modified, which destroys the integrity of the enclosure structure and leaves safety hazards.
发明内容Contents of the invention
本申请目的是：针对装配式建筑的发展需求以及现有外围护墙体集成度低，施工及安装中存在的不足，本申请提出一种高集成度装配式围护墙板。The purpose of this application is to propose a highly integrated prefabricated enclosure wall panel in view of the development needs of prefabricated buildings and the low integration of the existing perimeter walls and the shortcomings in construction and installation.
本申请的技术方案是：一种高集成度装配式围护墙板，其特征在于，包括：The technical solution of this application is: a highly integrated assembled enclosure wall panel, which is characterized by including:
由混凝土构造框架支撑固定的轻质围护墙体，A lightweight retaining wall supported by a concrete structural frame.
设于所述轻质围护墙体内侧的内装饰层，以及An interior decorative layer located on the inside of the lightweight enclosure wall, and
设于所述轻质围护墙体外侧的外装饰层。An exterior decorative layer provided on the outside of the lightweight enclosure wall.
所述轻质围护墙体采用轻质高强、且具有保温和防火效果的填充材料制成；所述混凝土构造框架由纵横相交布置的钢筋骨架以及浇筑于所述钢筋骨架外的混凝土构成。The lightweight retaining wall is made of lightweight, high-strength filling material with thermal insulation and fireproofing effects; the concrete structural frame is composed of a steel frame arranged vertically and horizontally and concrete poured outside the steel frame.
所述内装饰层包括：The interior decoration layer includes:
与所述混凝土构造框架固定的轻钢龙骨体系，以及a light steel keel system fixed to the concrete structural frame, and
设于所述轻钢龙骨体系内侧的内饰面层。An interior facing layer provided on the inside of the light steel keel system.
所述内装饰层还包括穿设于钢龙骨体系中的管线系统。The interior decoration layer also includes a pipeline system running through the steel keel system.
所述外装饰层包括：The outer decorative layer includes:
设于所述轻质围护墙体外侧的耐水砂浆找平层，以及A water-resistant mortar leveling layer provided on the outside of the lightweight retaining wall, and
设于所述耐水砂浆找平层外侧的网格布防裂层。A mesh anti-cracking layer is provided outside the water-resistant mortar leveling layer.
所述外装饰层还包括设于网格布防裂层外侧的外饰面层。The outer decorative layer also includes an outer facing layer located outside the mesh cloth anti-crack layer.
所述外饰面层为粉刷层、涂灰层、装饰材料层或喷砂层。The outer facing layer is a stucco layer, a plaster layer, a decorative material layer or a sandblasting layer.
所述轻质围护墙体内预埋有窗框。A window frame is pre-embedded in the lightweight retaining wall.
所述混凝土构造框架上设置有预埋孔。The concrete structural frame is provided with embedded holes.
本申请突破了传统结构围护墙体砌筑效率低，围护墙体与内外装饰割裂、工序繁杂的缺点，通过工厂高精度加工，现场一次性安装，便于外围护墙体的多种功能集成实现，提高施工效率，有利于我国装配式建筑的发展。This application breaks through the shortcomings of traditional structural retaining wall masonry construction efficiency, separation of the retaining wall from the interior and exterior decoration, and complicated processes. Through high-precision processing in the factory and one-time installation on site, it facilitates the multiple functions of the peripheral retaining wall. Integrated implementation improves construction efficiency and is conducive to the development of prefabricated buildings in our country.
附图说明Description of the drawings
下面结合附图和具体实施例对本申请作进一步介绍：This application will be further introduced below in conjunction with the accompanying drawings and specific embodiments:
图1为本申请实施例中高集成度装配式围护墙板的结构示意图，其中内饰面层被移除。Figure 1 is a schematic structural diagram of a highly integrated prefabricated wall panel in an embodiment of the present application, in which the interior facing layer is removed.
图2为本申请实施例中带有预埋窗框的高集成度装配式围护墙板结构示意图。Figure 2 is a schematic structural diagram of a highly integrated prefabricated enclosure wall panel with embedded window frames in an embodiment of the present application.
图3为本申请实施例中高集成度装配式围护墙板的轻质围护墙体结构示意图。Figure 3 is a schematic structural diagram of the lightweight enclosure wall of the highly integrated assembled enclosure wall panel in the embodiment of the present application.
图4为本申请实施例中高集成度装配式围护墙板中混凝土构造框架的钢筋骨架放置示意图。Figure 4 is a schematic diagram of the placement of the steel skeleton of the concrete structural frame in the highly integrated prefabricated enclosure wall panel in the embodiment of the present application.
图5为本申请实施例中高集成度装配式围护墙板外装饰层做法示意图。Figure 5 is a schematic diagram of the method for making the outer decorative layer of the highly integrated prefabricated enclosure wall panel in the embodiment of the present application.
图6为本申请实施例中高集成度装配式围护墙板与建筑物主体结构连接示意图。Figure 6 is a schematic diagram of the connection between the highly integrated prefabricated enclosure wall panel and the main structure of the building in the embodiment of the present application.
图7为图6的A部放大图；Figure 7 is an enlarged view of part A of Figure 6;
图8为本申请实施例中高集成度装配式围护墙板内装饰层做法及成品示意图。Figure 8 is a schematic diagram of the process and finished product of the interior decorative layer of the highly integrated prefabricated enclosure wall panel in the embodiment of the present application.
图9为上下相邻两围护墙板间水平缝防水构造示意图。Figure 9 is a schematic diagram of the waterproof structure of the horizontal joint between two adjacent upper and lower surrounding wall panels.
图10为左右相邻两围护墙板间竖向缝防水构造示意图。Figure 10 is a schematic diagram of the waterproof structure of the vertical seams between the two adjacent left and right surrounding wall panels.
其中：1-混凝土构造框架，101-钢筋骨架，2-轻质围护墙体，3-内装饰层，301-轻钢龙骨体系，302-内饰面层，303-管线系统，4-外装饰层，401-耐水砂浆找平层，402-网格布防裂层，403-外饰面层，5-窗框，6-角钢。Among them: 1-Concrete structural frame, 101-Reinforced skeleton, 2-Lightweight retaining wall, 3-Interior decorative layer, 301-Light steel keel system, 302-Interior facing layer, 303-Pipeline system, 4-Exterior Decorative layer, 401-water-resistant mortar leveling layer, 402-mesh anti-cracking layer, 403-external facing layer, 5-window frame, 6-angle steel.
具体实施方式Detailed ways
图1至图8示出了本申请这种高集成度装配式围护墙板的一个优选实施例，该高集成度装配式围护墙板由：由混凝土构造框架1支撑固定的轻质围护墙体2、设于所述轻质围护墙体内侧的内装饰层3、设于所述轻质围护墙体外侧的外装饰层4构成。其中：Figures 1 to 8 show a preferred embodiment of the highly integrated prefabricated enclosure wall panel of this application. The highly integrated prefabricated enclosure wall panel is composed of: a lightweight enclosure supported and fixed by a concrete structural frame 1 The retaining wall body 2 is composed of an interior decorative layer 3 provided on the inside of the lightweight retaining wall body and an exterior decorative layer 4 provided on the outside of the lightweight retaining wall body. in:
上述轻质围护墙体2采用轻质高强、且具有一定保温和防火效果的填充材料制成。上述混凝土构造框架1由纵横相交布置的钢筋骨架101以及浇筑于所述钢筋骨架外的混凝土构成。The above-mentioned lightweight retaining wall 2 is made of filling material that is lightweight, high-strength, and has certain thermal insulation and fire-proof effects. The above-mentioned concrete structural frame 1 is composed of a steel frame 101 arranged vertically and horizontally and concrete poured outside the steel frame.
轻质围护墙体2的材料具有一定的保温和防火效果，并在工厂根据定制尺寸切割成块，之后由混凝土、钢筋制作的混凝土构造框架为轻质围护墙体提供刚度支撑。The material of the lightweight retaining wall 2 has certain insulation and fire-proof effects, and is cut into blocks according to customized sizes in the factory. The concrete structural frame made of concrete and steel bars then provides rigid support for the lightweight retaining wall.
上述内装饰层3包括：与上述混凝土构造框架固定的轻钢龙骨体系301，设于该轻钢龙骨体系内侧的内饰面层302，穿设于钢龙骨体系中的管线系统303(如水管、电线管等)。The above-mentioned interior decoration layer 3 includes: a light steel keel system 301 fixed to the above-mentioned concrete structural frame, an interior facing layer 302 located inside the light steel keel system, and a pipeline system 303 (such as water pipes, water pipes, etc.) running through the steel keel system. Electrical conduits, etc.).
参照图5所示，上述的外装饰层4包括：耐水砂浆找平层401、网格布防裂层402以及外饰面层403。外饰面层可以是粉刷层、涂灰层、装饰材料层或喷砂层等。其中，耐水砂浆找平层401设于上述轻质围护墙体2的外侧，网格布防裂层402设于耐水砂浆找平层外侧，外饰面层403设于网格布防裂层外侧。Referring to FIG. 5 , the above-mentioned outer decorative layer 4 includes: a water-resistant mortar leveling layer 401 , a mesh anti-crack layer 402 and an outer facing layer 403 . The exterior facing layer can be a stucco layer, a plaster layer, a decorative material layer or a sandblasting layer, etc. Among them, the water-resistant mortar leveling layer 401 is provided on the outside of the lightweight retaining wall 2, the mesh cloth anti-crack layer 402 is provided on the outside of the water-resistant mortar leveling layer, and the exterior facing layer 403 is provided on the outside of the mesh cloth anti-crack layer.
参照图2所示，当围护墙体中需要开窗，且要将窗框5预埋在围护墙中时，那么需要根据窗框尺寸，在其周边增加布置混凝土构造框架1，并将窗框5预埋于混凝土构造框架1中。Referring to Figure 2, when windows need to be opened in the retaining wall and the window frame 5 is to be pre-embedded in the retaining wall, it is necessary to add a concrete structural frame 1 around it according to the size of the window frame, and The window frame 5 is embedded in the concrete structural frame 1.
参照图3所示，构成上述轻质围护墙体2的填充材料分为两部分，外侧部分为整块填充材料，用以作为外饰面的基层，内侧部分根据混凝土构造框架布置分隔为数块，并根据混凝土构造框架尺寸预留钢筋骨架101的放置位置。制作工序为，首先根据混凝土构造框架设计尺寸将填充材料切割成需要的形状，预留构造框架101的位置，将混凝土构造框架的钢筋骨架101对位放置，在必要位置支放模板，最后浇筑混凝土，形成一体化构件，如图3和图4所示。Referring to Figure 3, the filling material constituting the above-mentioned lightweight retaining wall 2 is divided into two parts. The outer part is a whole piece of filling material, which is used as the base layer of the exterior surface. The inner part is divided into several pieces according to the arrangement of the concrete structural frame. , and reserve the placement position of the steel frame 101 according to the size of the concrete structural frame. The production process is as follows: first, cut the filling material into the required shape according to the design size of the concrete structural frame, reserve the position of the structural frame 101, place the steel frame 101 of the concrete structural frame in position, place the formwork at the necessary position, and finally pour the concrete. , forming an integrated component, as shown in Figures 3 and 4.
再参照图5所示，利用轻质围护墙体2基材(即上述的为整块填充材料的外侧部分)的粗糙度，外装饰层首先使用耐水砂浆找平(形成耐水砂浆找平层)，外贴网格布防裂层后可以进行粉刷、涂灰、使用装饰材料或喷砂装饰(形成外饰面层)，与轻质围护墙体形成一体。Referring again to Figure 5, by utilizing the roughness of the base material of the lightweight retaining wall 2 (that is, the outer part of the entire filling material mentioned above), the outer decorative layer is first leveled using water-resistant mortar (to form a water-resistant mortar leveling layer). After the anti-crack layer of mesh cloth is applied externally, it can be painted, plastered, decorated with decorative materials or sandblasted (to form an external facing layer), and integrated with the lightweight surrounding wall.
再参照图6和图7所示，将该高集成度装配式围护墙板在安装至建筑物中时，可部分嵌入建筑物框架结构的上下层梁之间，该围护墙板的混凝土构造框架上设置有预埋孔，通过混凝土构造框架和建筑物结构框架中的预埋孔，利用角钢6进行连接。围护墙板下部连接件承重，上部连接件仅具有限位功能，可尽量减小对整体结构的刚度影响。Referring again to Figures 6 and 7, when the highly integrated prefabricated enclosure wall panel is installed in a building, it can be partially embedded between the upper and lower beams of the building frame structure. The concrete of the enclosure wall panel The structural frame is provided with pre-embedded holes, and angle steel 6 is used for connection through the pre-embedded holes in the concrete structural frame and the building structural frame. The lower connecting piece of the enclosure wall panel is load-bearing, and the upper connecting piece only has a limit function, which can minimize the impact on the rigidity of the overall structure.
再参照图8所示，当该高集成度装配式围护墙板的主要结构制作完成后，最后将内饰面层4(内装饰板)固定于轻钢龙骨之上，形成完整的围护墙板。Referring again to Figure 8, after the main structure of the highly integrated prefabricated enclosure wall panel is completed, the interior facing layer 4 (interior decorative panel) is finally fixed on the light steel keel to form a complete enclosure. wall panels.
如图9所示，实际应用时，上下相邻的两块围护墙板的水平接缝需设置在建筑物框架梁范围下侧，并采用防水材料作嵌缝处理，主要考虑通过构造防水和材料防水，避免连接处外部渗水。如图10所示，左右相邻的两块围护墙板的竖向接缝处通过预留现浇柱连接，通过放置钢筋骨架，可以进行现场浇筑，避免竖向接缝处外部渗水。As shown in Figure 9, in actual application, the horizontal joints of two adjacent enclosure wall panels need to be set on the lower side of the building frame beam range, and waterproof materials are used for caulking. The main consideration is to waterproof and The material is waterproof to avoid external water seepage at the joint. As shown in Figure 10, the vertical joints of the two adjacent enclosure wall panels on the left and right are connected through reserved cast-in-place columns. By placing the steel frame, on-site pouring can be performed to avoid external water seepage at the vertical joints.
本实施例中，混凝土构造框架1既作为与建筑物主体结构的连接构件，又兼做构件吊装用的吊装点。混凝土构造框架1的具体尺寸根据构件受力情况进行确定并可有所调整。In this embodiment, the concrete structural frame 1 not only serves as a connecting member with the main structure of the building, but also serves as a lifting point for lifting components. The specific dimensions of the concrete structural frame 1 are determined according to the stress conditions of the components and can be adjusted.
再参照图1至图8所示，现将本实施例这种高集成度装配式围护墙板工厂制作和现场安装的步骤简单介绍如下：Referring again to Figures 1 to 8, the steps of factory production and on-site installation of the highly integrated prefabricated enclosure wall panel of this embodiment are briefly introduced as follows:
S1：如图3和图4所示，工厂切割墙体填充材料(即轻质围护墙体材料)，并将混凝土构造框架1的钢筋骨架101放置到相应位置，并浇筑混凝土；S1: As shown in Figures 3 and 4, the factory cuts the wall filling material (i.e., lightweight enclosure wall material), places the steel frame 101 of the concrete construction frame 1 in the corresponding position, and pours concrete;
S2：如图1和图2所示，将龙骨固定于浇筑完成的混凝土构造框架上；S2: As shown in Figure 1 and Figure 2, fix the keel on the poured concrete structural frame;
S3：如图1和图2所示，将设备管线穿过龙骨，按照需要固定在设计位置；S3: As shown in Figure 1 and Figure 2, pass the equipment pipeline through the keel and fix it at the designed position as needed;
S4：如图4所示，在轻质围护墙体外侧使用耐水砂浆找平层，外贴网格布防裂层后进行粉刷、涂灰或使用装饰材料及喷砂装饰，与轻质围护墙体形成一体；S4: As shown in Figure 4, use a water-resistant mortar leveling layer on the outside of the lightweight retaining wall, apply a mesh anti-cracking layer, and then paint, plaster, or use decorative materials and sandblasting to decorate with the lightweight retaining wall. The body forms one body;
S5：如图6和图7所示，通过预留在混凝土构造框架和建筑结构框架中的预埋孔，利用角钢6进行连接。S5: As shown in Figure 6 and Figure 7, angle steel 6 is used to connect through the embedded holes reserved in the concrete structural frame and the building structural frame.
S6：如图8所示，在内饰面层后置连接件，并固定于轻钢龙骨之上，形成完整的外围护墙系统。S6: As shown in Figure 8, the connector is placed behind the interior facing layer and fixed on the light steel keel to form a complete peripheral wall system.
S7：如图9和图10所示，在上下板、左右板连接接缝处用防水材料嵌缝处理，利用构造防水和材料防水，避免连接处外部渗水。S7: As shown in Figures 9 and 10, use waterproof material to caulk the joints between the upper and lower panels, and the left and right panels, and use structural waterproofing and material waterproofing to avoid external water seepage at the joints.
当然，上述实施例只为说明本申请的技术构思及特点，其目的在于让人们能够了解本申请的内容并据以实施，并不能以此限制本申请的保护范围。凡根据本申请主要技术方案的精神实质所做的等效变换或修饰，都应涵盖在本申请的保护范围之内。Of course, the above embodiments are only for illustrating the technical concepts and features of the present application, and their purpose is to allow people to understand the contents of the present application and implement them accordingly, and cannot limit the scope of protection of the present application. Any equivalent transformation or modification made based on the spirit of the main technical solution of this application shall be covered by the protection scope of this application.
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| WO2017076070A1 (en) * | 2015-11-06 | 2017-05-11 | 中建钢构有限公司 | Integrated-assembly steel structure building |
| CN207032654U (en) * | 2017-06-05 | 2018-02-23 | 华东建筑设计研究院有限公司 | A kind of high integration assembled exterior-protecting wall panel |
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| WO2017076070A1 (en) * | 2015-11-06 | 2017-05-11 | 中建钢构有限公司 | Integrated-assembly steel structure building |
| CN207032654U (en) * | 2017-06-05 | 2018-02-23 | 华东建筑设计研究院有限公司 | A kind of high integration assembled exterior-protecting wall panel |
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