CN106958308A - A kind of light steel foam concrete assembled wall of assembled and its application method - Google Patents
A kind of light steel foam concrete assembled wall of assembled and its application method Download PDFInfo
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- CN106958308A CN106958308A CN201710321155.9A CN201710321155A CN106958308A CN 106958308 A CN106958308 A CN 106958308A CN 201710321155 A CN201710321155 A CN 201710321155A CN 106958308 A CN106958308 A CN 106958308A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 125
- 239000010959 steel Substances 0.000 title claims abstract description 125
- 239000011381 foam concrete Substances 0.000 title claims abstract description 35
- 238000000034 method Methods 0.000 title claims abstract description 9
- 239000002131 composite material Substances 0.000 claims abstract description 25
- 239000004568 cement Substances 0.000 claims abstract description 7
- 239000000835 fiber Substances 0.000 claims abstract description 5
- 238000010079 rubber tapping Methods 0.000 claims description 8
- 238000010276 construction Methods 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims 1
- 238000009413 insulation Methods 0.000 abstract description 19
- 238000005452 bending Methods 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 abstract description 3
- 238000009776 industrial production Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000368 destabilizing effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本发明一种装配式轻钢‑泡沫混凝土组合墙体及其使用方法，所述墙体包括墙板框架，所述墙板框架包括沿横向排设的第一U型轻钢、第二U型轻钢及第三U型轻钢，在第一、第二、第三U型轻钢的顶端和底端分别设置有第四U型轻钢和第五U型轻钢，第四U型轻钢上开设有浇注孔，第一、第二、第三U型轻钢沿纵向的两侧嵌装有第一墙板，在第一墙板和墙板框架之间形成的空腔中填充泡沫混凝土。通过在墙板框架外围设置纤维水泥板，不仅增强墙体的保温性能，还能节省模板，适用于制作装配式组合墙体，装配化程度高，适合工业化生产；墙板框架和第一墙板之间形成的空腔结构内填充泡沫混凝土，提高整个墙板的抗剪和抗弯强度，提高了墙体的保温、隔音与防火性能。
The present invention is an assembled light steel-foam concrete composite wall and its application method. The wall includes a wallboard frame, and the wallboard frame includes a first U-shaped light steel and a second U-shaped light steel arranged in the transverse direction. Light steel and the third U-shaped light steel, the fourth U-shaped light steel and the fifth U-shaped light steel are respectively arranged on the top and bottom of the first, second and third U-shaped light steels, and the fourth U-shaped light steel There are pouring holes on the steel, and the first, second and third U-shaped light steel are embedded with the first wallboard on both sides of the longitudinal direction, and the cavity formed between the first wallboard and the wallboard frame is filled with foam concrete. By arranging fiber cement boards around the wall panel frame, it not only enhances the thermal insulation performance of the wall, but also saves formwork, which is suitable for making prefabricated composite walls with a high degree of assembly and is suitable for industrial production; the wall panel frame and the first wall panel The cavity structure formed between them is filled with foam concrete, which improves the shear and bending strength of the entire wall panel, and improves the thermal insulation, sound insulation and fireproof performance of the wall.
Description
技术领域：Technical field:
本发明涉及建筑工程技术领域，具体涉及一种装配式轻钢-泡沫混凝土组合墙体及其使用方法。The invention relates to the technical field of construction engineering, in particular to an assembled light steel-foam concrete composite wall and its application method.
背景技术：Background technique:
传统的冷弯薄壁型钢墙体是一种以冷弯薄壁型钢骨架和轻型墙面板通过自攻螺钉连接共同作为承重和维护结构的墙体系统。这种结构体系自重轻，施工速度快，但墙体的保温、隔音、防火等性能差，自攻螺钉的间断连接使结构的整体性较差。为改善上述不足，本文提出一种轻钢-泡沫混凝土组合墙体，用冷弯薄壁型钢和水泥板支模，形成墙体空腔，然后现场浇筑的发泡混凝土浆体从空腔中流入，硬化后与型钢和水泥板一起，形成完整一体的夹心复合墙体。夹芯混凝土的使用可以提高这种墙体的保温、隔音和防火等性能，使结构保温可实现建筑自保温，同时彻底解决建筑保温及防火的矛盾，且使墙体具有较好的整体性。该种墙体不但具有轻质、保温隔音性能好、抗震性能好、管线安装方便、免粉刷等优良特性，并且其耐候性能和抗冻性能也很好，面板和芯层结合紧密，淋湿后再受冻不会出现空鼓或脱落，适合用作外墙，具有较大的推广价值。The traditional cold-formed thin-walled steel wall is a wall system in which the cold-formed thin-walled steel skeleton and light wall panels are connected by self-tapping screws as a load-bearing and maintenance structure. This kind of structural system has light weight and fast construction speed, but the thermal insulation, sound insulation and fireproof performance of the wall are poor, and the intermittent connection of self-tapping screws makes the integrity of the structure poor. In order to improve the above deficiencies, this paper proposes a light steel-foam concrete composite wall, which uses cold-formed thin-walled steel and cement board to support the formwork to form a wall cavity, and then the foamed concrete slurry poured on site flows into the cavity After hardening, it will form a complete sandwich composite wall together with steel and cement boards. The use of sandwich concrete can improve the thermal insulation, sound insulation and fireproof performance of the wall, so that the structural insulation can realize the self-insulation of the building, and at the same time completely solve the contradiction between building thermal insulation and fire prevention, and make the wall have better integrity. This kind of wall not only has excellent characteristics such as light weight, good thermal insulation and sound insulation performance, good seismic performance, convenient installation of pipelines, and no painting, but also has good weather resistance and frost resistance. It will not be hollowed out or fall off when it is frozen again, and it is suitable for use as an exterior wall and has great promotion value.
发明内容：Invention content:
本发明的目的是提供一种性能更加优良的装配式轻钢-泡沫混凝土组合墙体及其使用方法。The purpose of the present invention is to provide a prefabricated light steel-foam concrete composite wall with better performance and its application method.
为实现上述目的，本发明采用以下技术方案：To achieve the above object, the present invention adopts the following technical solutions:
本发明提供的一种装配式轻钢-泡沫混凝土组合墙体，包括墙板框架，所述墙板框架包括沿横向排设的第一U型轻钢、第二U型轻钢及第三U型轻钢，在所述第一、第二、第三U型轻钢的顶端和底端分别设置有第四U型轻钢和第五U型轻钢，所述第四U型轻钢上开设有浇注孔，所述第一、第二、第三U型轻钢沿纵向的两侧嵌装有第一墙板，在所述第一墙板和所述墙板框架之间形成空腔，在所述空腔中填充泡沫混凝土。An assembled light steel-foam concrete composite wall body provided by the present invention includes a wall panel frame, and the wall panel frame includes a first U-shaped light steel, a second U-shaped light steel and a third U-shaped light steel arranged horizontally. light steel, the fourth U-shaped light steel and the fifth U-shaped light steel are arranged on the top and bottom ends of the first, second, and third U-shaped light steels, and the fourth U-shaped light steel A pouring hole is opened, the first, second, and third U-shaped light steel are embedded with first wall panels on both sides in the longitudinal direction, and a cavity is formed between the first wall panel and the wall panel frame , filling the cavity with foam concrete.
所述第四、第五U型轻钢沿纵向的两侧嵌装有第二墙板。The fourth and fifth U-shaped light steel are embedded with second wallboards on both sides in the longitudinal direction.
所述第一、第三U型轻钢与所述第四、第五U型轻钢相搭接的部分设置有吊装孔。The parts where the first and third U-shaped light steels overlap with the fourth and fifth U-shaped light steels are provided with hoisting holes.
所述第一、第二、第三U型轻钢的中段沿横向设置有拉条。The middle sections of the first, second and third U-shaped light steel are provided with braces along the transverse direction.
所述第一、第三U型轻钢与所述第四、第五U型轻钢之间设置有斜拉条。Diagonal stays are arranged between the first and third U-shaped light steels and the fourth and fifth U-shaped light steels.
所述第一、第二、第三U型轻钢的端部朝向彼此弯折设置。The ends of the first, second and third U-shaped light steel are bent toward each other.
所述第一、第二、第三、第四和第五U型轻钢的厚度相同，均为2～3mm。The first, second, third, fourth and fifth U-shaped light steels have the same thickness, which is 2-3 mm.
所述第一墙板和第二墙板均为纤维水泥板，其厚度均为8-12mm。Both the first wallboard and the second wallboard are fiber cement boards with a thickness of 8-12 mm.
所述第一墙板和第二墙板通过自攻螺钉固接于所述墙板框架上。The first wallboard and the second wallboard are fixed on the wallboard frame by self-tapping screws.
上述一种装配式轻钢-泡沫混凝土组合墙体的使用方法，其具体步骤如下：The specific steps of the method for using the above-mentioned prefabricated light steel-foam concrete composite wall are as follows:
步骤1：制作墙板框架Step 1: Make the Wall Panel Frame
所述墙板框架包括沿横向排设的第一U型轻钢、第二U型轻钢及第三U型轻钢，及在所述第一、第二、第三U型轻钢的顶端和底端分别设置有第四U型轻钢和第五U型轻钢，且在所述第四U型轻钢上开设有浇注孔；The wall panel frame includes the first U-shaped light steel, the second U-shaped light steel and the third U-shaped light steel arranged in the horizontal direction, and at the top of the first, second and third U-shaped light steel The fourth U-shaped light steel and the fifth U-shaped light steel are respectively provided at the bottom end and the fourth U-shaped light steel, and a pouring hole is opened on the fourth U-shaped light steel;
步骤2：预留吊装孔Step 2: Reserve hoisting holes
在所述第一、第三U型轻钢与所述第四、第五U型轻钢相连接的部分预留吊装孔；Reserve hoisting holes at the parts where the first and third U-shaped light steels are connected with the fourth and fifth U-shaped light steels;
步骤3：安装第一墙板Step 3: Install the First Wall Panel
在所述第一、第二、第三U型轻钢沿纵向的两侧嵌装第一墙板；Embedding first wallboards on both sides of the first, second, and third U-shaped light steel along the longitudinal direction;
步骤4：填充泡沫混凝土Step 4: Fill the Foam Concrete
通过第四U型轻钢上开设有浇注孔向所述第一墙板和所述墙板框架之间形成的空腔中填充泡沫混凝土；Filling foam concrete into the cavity formed between the first wallboard and the wallboard frame through the pouring hole opened on the fourth U-shaped light steel;
步骤5：通过预留的吊装孔将墙板框架吊装至施工现场；Step 5: Hoist the wall panel frame to the construction site through the reserved hoisting hole;
步骤6：将第六U型轻钢固定于地梁；Step 6: Fix the sixth U-shaped light steel to the ground beam;
步骤7：固定墙体框架；Step 7: Fix the wall frame;
通过预留的吊装孔将墙体框架吊装到已固定的所述第六U型轻钢上，通过自攻螺钉将墙体框架固接于所述第六U型轻钢；Hoist the wall frame to the fixed sixth U-shaped light steel through the reserved hoisting holes, and fix the wall frame to the sixth U-shaped light steel through self-tapping screws;
步骤8：安装第二墙板Step 8: Install the Second Wall Panel
在所述第四和第五U型轻钢沿纵向的两侧嵌装第二墙板，完成整个墙体的组装。A second wall panel is embedded on both sides of the fourth and fifth U-shaped light steel along the longitudinal direction to complete the assembly of the entire wall.
本发明一种装配式轻钢-泡沫混凝土组合墙体及其使用方法的有益效果：自重轻，施工速度快，保温隔音，便于吊装，安装方便，成本低，适用于低、多层建筑承重和维护结构的墙体系统，通过在墙板框架外围设置纤维水泥板，不仅增强墙体的保温性能，还能节省模板，适用于制作装配式组合墙体，装配化程度高，适合工业化生产；墙板框架和第一墙板之间形成的空腔结构内填充泡沫混凝土，提高了整个墙板的抗剪和抗弯强度，提高了墙体的保温、隔音与防火性能；在轻钢框架之间设置有拉条和斜拉条，可有效提高墙体轻钢框架的整体稳定性、抗侧刚度，避免框架受压失稳，且在框架结构上设置的吊装孔，可以实现墙板的悬吊安装，且其安装简单、方便，施工速度快。The invention has the beneficial effects of an assembled light steel-foam concrete composite wall and its use method: light weight, fast construction speed, heat preservation and sound insulation, easy hoisting, easy installation, low cost, and is suitable for low and multi-storey buildings bearing and The wall system for maintaining the structure, by setting fiber cement boards around the wall panel frame, not only enhances the thermal insulation performance of the wall, but also saves formwork, which is suitable for making prefabricated composite walls, with a high degree of assembly and suitable for industrial production; The cavity structure formed between the panel frame and the first wall panel is filled with foam concrete, which improves the shear and bending strength of the entire wall panel, and improves the thermal insulation, sound insulation and fireproof performance of the wall; between the light steel frame There are braces and diagonal braces, which can effectively improve the overall stability and lateral rigidity of the light steel frame of the wall, and avoid the frame from destabilizing under pressure, and the hoisting holes set on the frame structure can realize the suspension of the wall panel The installation is simple and convenient, and the construction speed is fast.
附图说明：Description of drawings:
图1为本发明一种装配式轻钢-泡沫混凝土组合墙体的墙体框架的结构示意图；Fig. 1 is a structural schematic diagram of a wall frame of an assembled light steel-foam concrete composite wall of the present invention;
图2为本发明一种装配式轻钢-泡沫混凝土组合墙体的结构示意图；Fig. 2 is a structural schematic diagram of an assembled light steel-foam concrete composite wall of the present invention;
图3为本发明一种装配式轻钢-泡沫混凝土组合墙体的断面图；Fig. 3 is a sectional view of an assembled light steel-foam concrete composite wall of the present invention;
图4为第一U型轻钢的结构示意图；Fig. 4 is the structural representation of the first U-shaped light steel;
1-墙板框架，2-第一U型轻钢，3-第二U型轻钢，4-第三U型轻钢，5-拉条，6-第四U型轻钢，7-第五U型轻钢，8-浇注孔，9-吊装孔，10-斜拉条，11-第一墙板，12-第二墙板，13-泡沫混凝土，14-第六U型轻钢。1-Wall panel frame, 2-First U-shaped light steel, 3-Second U-shaped light steel, 4-Third U-shaped light steel, 5-Brace, 6-Fourth U-shaped light steel, 7-The first Five U-shaped light steel, 8-pouring hole, 9-hoisting hole, 10-cable stay, 11-first wallboard, 12-second wallboard, 13-foam concrete, 14-sixth U-shaped light steel.
具体实施方式：detailed description:
下面结合实施例对本发明作进一步的详细说明。The present invention will be described in further detail below in conjunction with embodiment.
根据图1～图3所示，本发明提供的一种装配式轻钢-泡沫混凝土组合墙体，包括墙板框架1，所述墙板框架1包括沿横向排设的第一U型轻钢2、第二U型轻钢3及第三U型轻钢4，在所述第一、第二、第三U型轻钢的中段沿横向设置有拉条5，在所述第一、第二、第三U型轻钢的顶端和底端分别设置有第四U型轻钢6和第五U型轻钢7，所述第四U型轻钢6上开设有两个40mm×40mm的浇注孔8，在所述第一、第三U型轻钢与所述第四、第五U型轻钢相搭接的部分设置有吊装孔9，可以对墙体进行吊装，使得本墙体的安装简单方便，且在所述第一、第三U型轻钢与所述第四、第五U型轻钢之间设置有斜拉条10，提高墙体轻钢框架的整体稳定性、抗侧刚度，避免框架受压失稳，所述第一、第二、第三U型轻钢沿纵向的两侧嵌装有第一墙板11，在所述第一墙板11和所述墙板框架1之间形成空腔，在所述空腔中填充泡沫混凝土13，提高了整个墙板的抗剪和抗弯强度，提高了墙体的保温、隔音与防火性能，在所述第四、第五U型轻钢沿纵向的两侧嵌装有第二墙板12，所述第一墙板11和第二墙板12通过自攻螺钉固接于所述墙板框架1上，增强墙体的保温性能，装配化程度高，所述第一墙板11和第二墙板12均为纤维水泥板，其厚度均为8-12mm。As shown in Figures 1 to 3, an assembled light steel-foam concrete composite wall body provided by the present invention includes a wall panel frame 1, and the wall panel frame 1 includes first U-shaped light steel bars arranged in the transverse direction. 2. The second U-shaped light steel 3 and the third U-shaped light steel 4 are provided with braces 5 along the transverse direction in the middle sections of the first, second and third U-shaped light steels. 2. The top and bottom of the third U-shaped light steel are respectively provided with the fourth U-shaped light steel 6 and the fifth U-shaped light steel 7, and the fourth U-shaped light steel 6 is provided with two 40mm×40mm The pouring hole 8 is provided with a hoisting hole 9 at the overlapping parts of the first and third U-shaped light steels and the fourth and fifth U-shaped light steels, so that the wall can be hoisted so that the wall The installation is simple and convenient, and a cable stay 10 is arranged between the first and third U-shaped light steels and the fourth and fifth U-shaped light steels to improve the overall stability of the wall light steel frame, Anti-lateral rigidity, to avoid the instability of the frame under pressure, the first, second, and third U-shaped light steel are embedded with first wall panels 11 on both sides of the longitudinal direction, between the first wall panels 11 and the A cavity is formed between the wall panel frames 1, and foam concrete 13 is filled in the cavity, which improves the shear and bending strength of the entire wall panel, and improves the thermal insulation, sound insulation and fireproof performance of the wall. 4. The fifth U-shaped light steel is embedded with a second wallboard 12 on both sides of the longitudinal direction, and the first wallboard 11 and the second wallboard 12 are fixed on the wallboard frame 1 by self-tapping screws. The thermal insulation performance of the wall is enhanced, and the degree of assembly is high. The first wallboard 11 and the second wallboard 12 are both fiber cement boards with a thickness of 8-12mm.
进一步地，如图4所示，所述第一、第二、第三U型轻钢结构相同，其端部朝向彼此弯折设置，且所述第一、第二、第三、第四和第五U型轻钢的厚度相同，均为2～3mm。Further, as shown in Figure 4, the first, second, and third U-shaped light steel structures are the same, and their ends are bent toward each other, and the first, second, third, fourth, and The fifth U-shaped light steel has the same thickness, which is 2-3mm.
上述一种装配式轻钢-泡沫混凝土组合墙体的使用方法，其具体步骤如下：The specific steps of the method for using the above-mentioned prefabricated light steel-foam concrete composite wall are as follows:
步骤1：制作墙板框架Step 1: Make the Wall Panel Frame
所述墙板框架1包括沿横向排设的第一U型轻钢2、第二U型轻钢3及第三U型轻钢4，及在所述第一、第二、第三U型轻钢的顶端和底端分别设置有第四U型轻钢6和第五U型轻钢7，且在所述第四U型轻钢6上开设有浇注孔8；The wall panel frame 1 includes a first U-shaped light steel 2, a second U-shaped light steel 3 and a third U-shaped light steel 4 arranged horizontally, and the first, second and third U-shaped The top and bottom ends of the light steel are respectively provided with a fourth U-shaped light steel 6 and a fifth U-shaped light steel 7, and a pouring hole 8 is opened on the fourth U-shaped light steel 6;
步骤2：预留吊装孔Step 2: Reserve hoisting holes
在所述第一、第三U型轻钢与所述第四、第五U型轻钢相连接的部分预留吊装孔9；Reserve hoisting holes 9 at the parts where the first and third U-shaped light steels are connected with the fourth and fifth U-shaped light steels;
步骤3：安装第一墙板Step 3: Install the First Wall Panel
在所述第一、第二、第三U型轻钢沿纵向的两侧嵌装第一墙板11；First wall panels 11 are embedded on both sides of the first, second and third U-shaped light steel along the longitudinal direction;
步骤4：填充泡沫混凝土Step 4: Fill the Foam Concrete
通过第四U型轻钢6上开设的浇注孔8向所述第一墙板11和所述墙板框架1之间形成的空腔中填充泡沫混凝土13；Fill the cavity formed between the first wall panel 11 and the wall panel frame 1 through the pouring hole 8 provided on the fourth U-shaped light steel 6;
步骤5：通过预留的吊装孔9将墙板框架1吊装至施工现场；Step 5: Hoist the wall panel frame 1 to the construction site through the reserved hoisting hole 9;
步骤6：将第六U型轻钢14固定于地梁；Step 6: Fix the sixth U-shaped light steel 14 to the ground beam;
步骤7：固定墙体框架；Step 7: Fix the wall frame;
通过预留的吊装孔9将墙体框架1吊装到已固定的所述第六U型轻钢14上，即将第五U型轻钢7套装在所述第六U型轻钢14内，然后通过自攻螺钉将墙体框架1固接于所述第六U型轻钢14；The wall frame 1 is hoisted on the fixed sixth U-shaped light steel 14 through the reserved hoisting hole 9, that is, the fifth U-shaped light steel 7 is set in the sixth U-shaped light steel 14, and then The wall frame 1 is fixed to the sixth U-shaped light steel 14 by self-tapping screws;
步骤8：安装第二墙板Step 8: Install the Second Wall Panel
在所述第四、第五U型轻钢沿纵向的两侧嵌装第二墙板12，使得整个墙面平整，进而完成整个墙体的组装。The second wall panel 12 is embedded on both sides of the fourth and fifth U-shaped light steel along the longitudinal direction, so that the entire wall surface is flat, and then the assembly of the entire wall body is completed.
最后应该说明的是：以上实施例仅用以说明本发明的技术方案而非对其限制，尽管参照上述实施例对本发明进行了详细说明，所属领域的普通技术人员应当理解：依然可以对本发明的具体实施方式进行修改或者等同替换，而未脱离本发明精神和范围的任何修改或者等同替换，其均应涵盖在本权利要求范围当中。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present invention and not to limit them. Although the present invention has been described in detail with reference to the above embodiments, those of ordinary skill in the art should understand that: the present invention can still be Modifications or equivalent replacements to the specific embodiments, any modification or equivalent replacement that does not depart from the spirit and scope of the present invention, shall be covered by the scope of the present claims.
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503509A (en) * | 2017-09-06 | 2017-12-22 | 黄振杰 | A kind of casting equipment and construction method for exempting to cut cement block and cement wall |
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Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030032214A (en) * | 2001-10-16 | 2003-04-26 | (주)청진건설산업 | The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete. |
| WO2007132278A1 (en) * | 2006-05-12 | 2007-11-22 | Heder Janos | Self-supporting and load-bearing wall element |
| CN202117345U (en) * | 2011-06-01 | 2012-01-18 | 崔兴征 | Integrated energy-saving foam concrete house system |
| CN103556758A (en) * | 2013-10-25 | 2014-02-05 | 烟台岩龙建筑材料有限公司 | Lightweight steel construction lightweight concrete cast-in-place wall and construction method |
| KR101369208B1 (en) * | 2013-08-20 | 2014-03-03 | 주식회사 에코인프라홀딩스 | Prefabricated drywall system and integrated type prefabricated structure using nonflammable insulating refractory filler material |
| CN104481060A (en) * | 2014-12-02 | 2015-04-01 | 东南大学 | All-prefabricated rapid assembly type light-steel-keel load-bearing composite wall |
| CN204385959U (en) * | 2014-12-31 | 2015-06-10 | 河南华泰建材开发有限公司 | A kind of light steel-framed composite wall |
| CN105804240A (en) * | 2016-05-10 | 2016-07-27 | 北京大工简筑科技有限公司 | Light steel assembly type composite wall board, light steel framework, manufacturing method and installing method thereof |
| CN106187014A (en) * | 2016-08-08 | 2016-12-07 | 长安大学 | A kind of desulfurized gypsum base heat preservation slurry and lightweight light gauge cold-formed steel shape combined wall thereof |
| CN106567475A (en) * | 2016-11-02 | 2017-04-19 | 广西大学 | Steel and concrete composite shear wall and construction method thereof |
| CN206737199U (en) * | 2017-05-09 | 2017-12-12 | 沈阳建筑大学 | A kind of light steel foam concrete assembled wall of assembled |
-
2017
- 2017-05-09 CN CN201710321155.9A patent/CN106958308A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030032214A (en) * | 2001-10-16 | 2003-04-26 | (주)청진건설산업 | The filling method and construction of insulating material of steel-concrete construction used lightweight aerated concrete. |
| WO2007132278A1 (en) * | 2006-05-12 | 2007-11-22 | Heder Janos | Self-supporting and load-bearing wall element |
| CN202117345U (en) * | 2011-06-01 | 2012-01-18 | 崔兴征 | Integrated energy-saving foam concrete house system |
| KR101369208B1 (en) * | 2013-08-20 | 2014-03-03 | 주식회사 에코인프라홀딩스 | Prefabricated drywall system and integrated type prefabricated structure using nonflammable insulating refractory filler material |
| CN103556758A (en) * | 2013-10-25 | 2014-02-05 | 烟台岩龙建筑材料有限公司 | Lightweight steel construction lightweight concrete cast-in-place wall and construction method |
| CN104481060A (en) * | 2014-12-02 | 2015-04-01 | 东南大学 | All-prefabricated rapid assembly type light-steel-keel load-bearing composite wall |
| CN204385959U (en) * | 2014-12-31 | 2015-06-10 | 河南华泰建材开发有限公司 | A kind of light steel-framed composite wall |
| CN105804240A (en) * | 2016-05-10 | 2016-07-27 | 北京大工简筑科技有限公司 | Light steel assembly type composite wall board, light steel framework, manufacturing method and installing method thereof |
| CN106187014A (en) * | 2016-08-08 | 2016-12-07 | 长安大学 | A kind of desulfurized gypsum base heat preservation slurry and lightweight light gauge cold-formed steel shape combined wall thereof |
| CN106567475A (en) * | 2016-11-02 | 2017-04-19 | 广西大学 | Steel and concrete composite shear wall and construction method thereof |
| CN206737199U (en) * | 2017-05-09 | 2017-12-12 | 沈阳建筑大学 | A kind of light steel foam concrete assembled wall of assembled |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503509A (en) * | 2017-09-06 | 2017-12-22 | 黄振杰 | A kind of casting equipment and construction method for exempting to cut cement block and cement wall |
| CN108222349A (en) * | 2018-01-05 | 2018-06-29 | 沈阳建筑大学 | A kind of light steel of half assembled-foam concrete composite floor and its construction method |
| CN108560795A (en) * | 2018-03-14 | 2018-09-21 | 沈阳建筑大学 | A kind of light steel of assembled-foam concrete composite floor and its construction method |
| CN108612253A (en) * | 2018-05-31 | 2018-10-02 | 合肥国瑞集成建筑科技有限公司 | A kind of prefabricated high-durability lightweight steel construction compound core plate and its construction method entirely |
| CN108756020A (en) * | 2018-06-01 | 2018-11-06 | 湖南飞扬建设工程有限公司 | A kind of foamed concrete composite insulation wall |
| CN109653401A (en) * | 2019-01-23 | 2019-04-19 | 贺州学院 | A kind of assembled assembled wall |
| CN109914586A (en) * | 2019-04-25 | 2019-06-21 | 湖南银河钢结构工程有限责任公司 | A modular light steel frame wall panel structure and manufacturing method |
| CN110158850A (en) * | 2019-06-11 | 2019-08-23 | 江苏德丰建设集团有限公司 | Assembled light concrete self-insulating combined wall board and preparation method thereof |
| CN110359596A (en) * | 2019-07-24 | 2019-10-22 | 张斌 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN111441501A (en) * | 2020-04-30 | 2020-07-24 | 中青建安建设集团有限公司 | Heat preservation type assembled structure |
| CN111441501B (en) * | 2020-04-30 | 2022-02-08 | 中青建安建设集团有限公司 | Heat preservation type assembled structure |
| CN113896462A (en) * | 2021-10-12 | 2022-01-07 | 华北水利水电大学 | A method for strengthening cold-formed thin-walled steel columns based on geopolymer foam concrete |
| CN114961043A (en) * | 2021-12-31 | 2022-08-30 | 国网甘肃省电力公司建设分公司 | A light steel wall structure filled with granulated concrete |
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Application publication date: 20170718 |