CN204475591U - One exempts from form removal sandwich foam concrete wall - Google Patents

One exempts from form removal sandwich foam concrete wall Download PDF

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CN204475591U
CN204475591U CN201520147708.XU CN201520147708U CN204475591U CN 204475591 U CN204475591 U CN 204475591U CN 201520147708 U CN201520147708 U CN 201520147708U CN 204475591 U CN204475591 U CN 204475591U
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formwork
insulation board
foam concrete
steel wire
demolition
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刘家友
辛明朗
周亚平
王敏
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Shandong University of Science and Technology
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Shandong University of Science and Technology
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Abstract

一种免拆模夹芯泡沫混凝土墙体,包括免拆模板、钢丝网架、保温板、支撑垫块、模板拉杆、现浇泡沫混凝土。所述保温板位于墙体的正中间;所述钢丝网架由两片钢丝网片和腹丝组成,其中钢丝网片位于保温板两侧,并与保温板保持一定间距,保温板两侧的钢丝片通过腹丝连接在一起形成钢丝网架,所述腹丝斜穿过保温板;免拆模板位于墙体最外侧,免拆模板与保温板之间设有支撑垫块,支撑垫块能够控制免拆模板与保温板之间的距离;免拆模板与保温板之间浇有现浇泡沫混凝土;所述模板拉杆穿过免拆模板及保温板,通过调节模板拉杆的长度,可调节两侧免拆模板间距,控制墙体厚度,并固定免拆模板位置,保证在浇筑混凝土时免拆模板不产生位移。

A formwork-free sandwich foam concrete wall body, comprising a formwork-free formwork, a steel wire grid, a thermal insulation board, support pads, formwork tie rods, and cast-in-place foam concrete. The insulation board is located in the middle of the wall; the steel wire mesh frame is composed of two pieces of steel wire mesh and abdominal wire, wherein the steel wire mesh is located on both sides of the insulation board and keeps a certain distance from the insulation board. The steel wire sheets are connected together by abdominal wires to form a steel wire grid, and the abdominal wires pass obliquely through the insulation board; Control the distance between the non-demolition formwork and the insulation board; cast-in-place foam concrete is poured between the non-demolition formwork and the insulation board; The distance between the side non-demolition formwork controls the thickness of the wall and fixes the position of the non-demolition formwork to ensure that the non-demolition formwork does not shift when pouring concrete.

Description

一种免拆模夹芯泡沫混凝土墙体A form-free sandwich foam concrete wall

技术领域 technical field

本实用新型涉及一种新型建筑物墙体,具体为一种免拆模夹芯泡沫混凝土墙体。 The utility model relates to a novel building wall body, in particular to a formwork-free sandwich foam concrete wall body.

背景技术 Background technique

目前,建筑墙体保温多采用外墙外保温技术,由于保温材料耐火性差、耐水性差,以及保温板外覆材料的开裂破坏,使得外墙外保温存在易燃烧、易进水、易开裂破坏、易坠落等问题,降低了墙体的保温效果,减少了保温材料的使用寿命。普通外墙夹芯保温技术将保温材料置于墙体中间,降低了保温材料被点燃的风险,但由于保温材料与墙体之间缺少可靠的连接措施,保温板易与墙体分离,墙体的整体性差,抗震效果不好,也会影响墙体的使用寿命。部分建筑节能与结构一体化技术可以实现建筑节能与结构同寿命,但施工工艺较为复杂,成本较高。在施工过程中,现浇墙体需要反复拆装模板,增加了现场工作量,减低了施工的效率。名称为:一种免拆模现浇轻质保温墙体及其施工方法(申请号:201210576388.0)的发明专利,该技术方案解决了反复拆装模板的问题,但是该技术方案中保温层仍然在墙体外侧,虽然采对保温层采取了一定的加固措施,但是保温层的易燃、开裂、坠落等问题没有从根本上得到解决。 At present, the external wall insulation technology is mostly used for building wall insulation. Due to the poor fire resistance and water resistance of the insulation materials, and the cracking and damage of the outer covering material of the insulation board, the external insulation of the external wall is easy to burn, easy to enter water, easy to crack and damage, Easy to fall and other problems reduce the insulation effect of the wall and reduce the service life of the insulation material. Ordinary external wall sandwich insulation technology puts the insulation material in the middle of the wall, which reduces the risk of the insulation material being ignited. However, due to the lack of reliable connection measures between the insulation material and the wall, the insulation board is easy to separate from the wall, and the wall The integrity of the wall is poor, the anti-seismic effect is not good, and it will also affect the service life of the wall. Some building energy saving and structural integration technologies can achieve building energy saving and the same life span as the structure, but the construction process is more complicated and the cost is higher. During the construction process, the cast-in-place wall needs to be disassembled and assembled repeatedly, which increases the workload on site and reduces the efficiency of construction. The name is: an invention patent for a cast-in-place lightweight thermal insulation wall without form removal and its construction method (application number: 201210576388.0). This technical solution solves the problem of repeated disassembly and assembly of the formwork, but the thermal insulation layer is still in the On the outside of the wall, although certain reinforcement measures have been taken for the insulation layer, the problems of flammability, cracking, and falling of the insulation layer have not been fundamentally resolved.

发明内容 Contents of the invention

为了保证墙体的整体性,提高墙体的保温效果和使用寿命,本实用新型提供一种免拆模夹芯泡沫混凝土墙体。该墙体施工简便,墙体外模板和模板拉杆作为墙体的一部分在施工完毕后不拆除,保温材料置于墙体中间,保护保温材料不被外界因素破坏。 In order to ensure the integrity of the wall and improve the thermal insulation effect and service life of the wall, the utility model provides a formwork-free sandwich foam concrete wall. The construction of the wall is simple, the external formwork and the formwork tie rods of the wall are not removed after the construction is completed as a part of the wall, and the thermal insulation material is placed in the middle of the wall to protect the thermal insulation material from being damaged by external factors.

为了解决以上技术问题,本实用新型的技术方案是: In order to solve the above technical problems, the technical solution of the utility model is:

一种免拆模夹芯泡沫混凝土墙体,包括免拆模板、钢丝网架、保温板、支撑垫块、模板拉杆、现浇泡沫混凝土。所述保温板位于墙体的正中间;所述钢丝网架由两片钢丝网片和腹丝组成,其中钢丝网片位于保温板两侧,并与保温板保持一定间距,保温板两侧的钢丝片通过腹丝连接在一起形成钢丝网架,所述腹丝斜穿过保温板;免拆模板位于墙体最外侧,免拆模板与保温板之间设有支撑垫块,支撑垫块能够控制免拆模板与保温板之间的距离;免拆模板与保温板之间浇有现浇泡沫混凝土;所述模板拉杆穿过免拆模板及保温板,通过调节模板拉杆的长度,可调节两侧免拆模板间距,控制墙体厚度,并固定免拆模板位置,保证在浇筑混凝土时免拆模板不产生位移。 A formwork-free sandwich foam concrete wall body, comprising a formwork-free formwork, a steel wire grid, a thermal insulation board, support pads, formwork tie rods, and cast-in-place foam concrete. The insulation board is located in the middle of the wall; the steel wire grid frame is composed of two pieces of steel wire mesh and abdominal wire, wherein the steel wire mesh is located on both sides of the insulation board and keeps a certain distance from the insulation board. The steel wire sheets are connected together by abdominal wires to form a steel wire grid, and the abdominal wires pass obliquely through the insulation board; Control the distance between the non-demolition formwork and the insulation board; cast-in-place foam concrete is poured between the non-demolition formwork and the insulation board; The distance between the side non-demolition formwork controls the thickness of the wall and fixes the position of the non-demolition formwork to ensure that the non-demolition formwork does not shift when pouring concrete.

所述的免拆模板为不燃材料制作,耐水性好,抗渗性好,可加工性能优良,优选材料为纤维增强水泥板、纤维增强硅酸钙板等。 The demolition-free formwork is made of non-combustible materials with good water resistance, good impermeability, and excellent machinability. The preferred materials are fiber-reinforced cement boards, fiber-reinforced calcium silicate boards, and the like.

所述的钢丝网架为不锈钢材质,钢丝网片钢丝直径大于3mm,钢丝网片网眼大小为50mm×50mm,钢丝网片覆盖于保温板两侧,与保温板间距不小于20mm。 The steel wire frame is made of stainless steel, the diameter of the steel wire mesh is greater than 3mm, the mesh size of the steel mesh is 50mm×50mm, the steel mesh covers both sides of the insulation board, and the distance between the insulation board and the insulation board is not less than 20mm.

所述垫块的布置形状为交错状、正方形,所述支撑垫块截面大小为50mm×50mm,支撑垫块间距为150~200mm,所采用的材料为混凝土垫块、砂浆垫块、塑料垫块。 The arrangement shape of the pads is staggered and square, the section size of the support pads is 50mm×50mm, the distance between the support pads is 150-200mm, and the materials used are concrete pads, mortar pads, plastic pads .

所述的现浇泡沫混凝土采用普通硅酸盐水泥、发泡剂、粉煤灰和轻骨料等配制,导热系数不大于0.12W/(m·K),且具有较好的和易性,可泵送浇筑。 The cast-in-place foam concrete is prepared by ordinary Portland cement, foaming agent, fly ash and lightweight aggregate, etc., and its thermal conductivity is not greater than 0.12W/(m·K), and it has good workability. Pumpable for pouring.

所述的保温板应为导热系数小于0.06W/(m·K)的保温板材,且具有一定的耐压能力,不易变形,燃烧等级不低于B2。 The thermal insulation board should be a thermal insulation board with a thermal conductivity of less than 0.06W/(m·K), and has a certain pressure resistance, is not easy to deform, and has a combustion rating of not lower than B2.

作为改进,在免拆模板外侧,模板拉杆穿过免拆模板处,还设有止浆垫片,所述的止浆垫片可防止浇筑的泡沫混凝土浆体通过拉杆渗出,其材质优选为不燃隔热材料。 As an improvement, on the outside of the non-demolition formwork, the formwork tie rods pass through the place where the non-demolition formwork is, and there is also a grout-stop gasket, which can prevent the poured foam concrete slurry from seeping through the tie rods, and its material is preferably Non-combustible insulation.

本实用新型的工作原理及有益效果是: Working principle of the present utility model and beneficial effect are:

将免拆模板、支撑垫块、钢丝网架、保温板、模板拉杆组成的免拆模夹芯泡沫混凝土墙体施工简易,可减少模板和模板拉杆拆除工序,提高施工效率,墙体具有自重轻、寿命长、整体性好,保温性能优异,抗震性好,防火抗渗,隔声性能好等优点。 The formwork-free sandwich foam concrete wall composed of formwork-free formwork, support pads, steel wire grids, insulation boards, and formwork tie rods is easy to construct, which can reduce the removal process of formwork and formwork tie-rods and improve construction efficiency. The wall has light weight , long life, good integrity, excellent thermal insulation performance, good shock resistance, fire prevention and impermeability, good sound insulation performance and so on.

附图说明 Description of drawings

图1为本实用新型结构示意图; Fig. 1 is the structural representation of the utility model;

图2 为支撑垫块在钢丝网架上的交错分布示意图; Figure 2 is a schematic diagram of the staggered distribution of support pads on the wire grid;

图3 为支撑垫块在钢丝网架上的正方形分布示意图; Figure 3 is a schematic diagram of the square distribution of the support pads on the steel wire grid;

图中:1、保温板,2、模板拉杆,3、支撑垫块,4、免拆模板,5、钢丝网架,5-1、钢丝网片,5-2、腹丝,6、现浇泡沫混凝土,7、止浆垫片。 In the figure: 1. Insulation board, 2. Formwork tie rod, 3. Support pad, 4. Free formwork, 5. Steel wire grid frame, 5-1. Steel wire mesh, 5-2. Abdominal wire, 6. Cast-in-place Foam concrete, 7, grout stop gasket.

具体实施方式 Detailed ways

一种免拆模夹芯泡沫混凝土墙体,包括免拆模板4、钢丝网架5、保温板1、支撑垫块3、模板拉杆2、现浇泡沫混凝土6。所述保温板1位于墙体的正中间;所述钢丝网架5由两片钢丝网片5-1和腹丝5-2组成,其中钢丝网片5-1位于保温板1两侧,并与保温板1保持一定间距,保温板1两侧的钢丝片5-1通过腹丝5-2连接在一起形成钢丝网架5,所述腹丝5-2斜穿过保温板;免拆模板4位于墙体最外侧,免拆模板4与保温板1之间设有支撑垫块3,支撑垫块3能够控制免拆模板4与保温板1之间的距离;免拆模板4与保温板1之间浇有现浇泡沫混凝土6;所述模板拉杆2穿过免拆模板4及保温板1,通过调节模板拉杆2的长度,可调节两侧免拆模板4间距,控制墙体厚度,并固定免拆模板4位置,保证在浇筑混凝土时免拆模板4不产生位移。 在免拆模板4外侧,模板拉杆2穿过免拆模板处4,还设有止浆垫片7,所述的止浆垫片7可防止浇筑的泡沫混凝土浆体通过模板拉杆4渗出,其材质优选为不燃隔热材料。 A formwork-free sandwich foam concrete wall body, comprising a formwork-free formwork 4, a steel wire grid frame 5, a thermal insulation board 1, support pads 3, formwork tie rods 2, and cast-in-place foam concrete 6. The insulation board 1 is located in the middle of the wall; the steel wire frame 5 is composed of two steel wire mesh sheets 5-1 and abdominal wires 5-2, wherein the steel wire mesh sheets 5-1 are located on both sides of the insulation board 1, and Keep a certain distance from the insulation board 1, and the steel wire sheets 5-1 on both sides of the insulation board 1 are connected together by the abdominal wire 5-2 to form a steel wire grid 5, and the abdominal wire 5-2 obliquely passes through the insulation board; no need to dismantle the formwork 4 is located at the outermost side of the wall, and a support pad 3 is provided between the non-dismantling formwork 4 and the insulation board 1, and the support pad 3 can control the distance between the non-disassembly formwork 4 and the insulation board 1; the disassembly-free formwork 4 and the insulation board 1 is poured with cast-in-situ foam concrete 6; the formwork tie rod 2 passes through the non-demolition formwork 4 and the insulation board 1, and by adjusting the length of the formwork tie rod 2, the distance between the two sides of the non-demolition formwork 4 can be adjusted to control the thickness of the wall. And fix the free formwork 4 position, guarantee that the free formwork 4 does not produce displacement when pouring concrete. On the outside of the non-demolition template 4, the template tie rod 2 passes through the part 4 of the non-demolition template, and a grout stop gasket 7 is also provided. The grout stop gasket 7 can prevent the poured foam concrete slurry from seeping through the template tie rod 4, Its material is preferably a non-combustible heat insulating material.

将本实用新型应用于建筑墙体,将钢丝网架5预制在保温板1上,确定好保温板1位置后,在保温板1两侧按照正方形或交错状均匀安置支撑垫块3,保温板1两侧支撑垫块3交错排列,在保温板1两侧分别安装免拆模板4,利用支撑垫块3控制免拆模板4与保温板1之间的距离,利用钻孔机械在免拆模板4上和保温板1钻孔,使模板拉杆2穿过,模板拉杆外侧包覆隔热材料,且长度可调,模板拉杆2两侧安装止浆垫片7,防止混凝土浇筑时混凝土浆体从模板穿孔处漏浆,利用模板拉杆2将免拆模板4,保温板1和支撑垫块3紧固在一起,在保温板1两侧与免拆模板4的空间浇注泡沫混凝土。混凝土达到规定龄期后,免拆模板4与模板拉杆2不拆除,在墙体面层施工前,将模板拉杆2两端进行绝热处理,防止热量传递。本实用新型施工简易,可减少模板和模板拉杆拆除工序,提高施工效率,墙体具有自重轻、寿命长、整体性好,保温性能优异,抗震性好,防火抗渗,隔声性能好等优点。 Apply the utility model to the building wall, prefabricate the steel wire grid frame 5 on the heat preservation board 1, after determining the position of the heat preservation board 1, arrange the support blocks 3 evenly on both sides of the heat preservation board 1 in a square or staggered shape, and the heat preservation board 1 The support pads 3 on both sides are arranged in a staggered manner, and the non-demolition formwork 4 is installed on both sides of the insulation board 1 respectively. The support pads 3 are used to control the distance between the non-demolition formwork 4 and the insulation board 1. 4 Drill holes on the insulation board 1 so that the template tie rod 2 passes through. The outer side of the formwork tie rod is covered with heat insulation material, and the length is adjustable. Install grout-stop gaskets 7 on both sides of the formwork tie rod 2 to prevent the concrete slurry from falling from the surface during concrete pouring. Grout leaks at the perforation of the formwork, fasten the non-demolition formwork 4, the insulation board 1 and the support pad 3 together with the formwork tie rod 2, and pour foam concrete in the space between the two sides of the insulation board 1 and the non-demolition formwork 4. After the concrete reaches the specified age, the formwork 4 and the formwork tie rod 2 are not dismantled. Before the construction of the wall surface, the two ends of the formwork tie rod 2 are insulated to prevent heat transfer. The utility model is easy to construct, can reduce the dismantling process of formwork and formwork tie rods, and improve construction efficiency. The wall has the advantages of light weight, long life, good integrity, excellent thermal insulation performance, good shock resistance, fire prevention and impermeability, and good sound insulation performance. .

Claims (7)

1.一种免拆模夹芯泡沫混凝土墙体,包括免拆模板(4)、钢丝网架(5)、保温板(1)、支撑垫块(3)、模板拉杆(2)、现浇泡沫混凝土(6),其特征在于:所述保温板(1)位于墙体的正中间;所述钢丝网架(5)由两片钢丝网片(5-1)和腹丝(5-2)组成,其中钢丝网片(5-1)位于保温板(1)两侧,并与保温板(1)保持一定间距,保温板(1)两侧的钢丝片(5-1)通过腹丝(5-2)连接在一起形成钢丝网架(5),所述腹丝(5-2)斜穿过保温板(1);免拆模板(4)位于墙体最外侧,免拆模板(4)与保温板(1)之间设有支撑垫块(3);免拆模板(4)与保温板(1)之间浇有现浇泡沫混凝土(6);所述模板拉杆(2)穿过免拆模板(4)及保温板(1),通过调节模板拉杆(2)的长度,可调节两侧免拆模板间距。 1. A formwork-free sandwich foam concrete wall, including formwork-free formwork (4), steel wire grid (5), insulation board (1), support pads (3), formwork tie rods (2), cast-in-place Foam concrete (6), characterized in that: the insulation board (1) is located in the middle of the wall; the steel wire grid (5) consists of two pieces of steel wire mesh (5-1) and abdominal wire (5-2 ), wherein the steel wire mesh sheets (5-1) are located on both sides of the insulation board (1) and keep a certain distance from the insulation board (1), and the steel wire sheets (5-1) on both sides of the insulation board (1) pass through the abdominal wire (5-2) are connected together to form a steel wire grid (5), and the abdominal wire (5-2) obliquely passes through the insulation board (1); 4) There is a support pad (3) between the insulation board (1); the cast-in-place foam concrete (6) is poured between the non-demolition formwork (4) and the insulation board (1); the formwork tie rod (2) Through the non-demolition formwork (4) and the insulation board (1), the distance between the two sides of the non-demolition formwork can be adjusted by adjusting the length of the formwork tie rod (2). 2.根据权利要求1所述的一种免拆模夹芯泡沫混凝土墙体,其特征在于:所述免拆模板(4)材料采用纤维增强水泥板、纤维增强硅酸钙板。 2. The formwork-free sandwich foam concrete wall according to claim 1, characterized in that: the material of the formwork (4) without demolition is fiber-reinforced cement board or fiber-reinforced calcium silicate board. 3.根据权利要求1所述的一种免拆模夹芯泡沫混凝土墙体,其特征在于:所述钢丝网架(5)为不锈钢材质,钢丝网片(5-1)钢丝直径大于3mm,钢丝网片(5-1)网眼大小为50mm×50mm,钢丝网片(5-1)覆盖于保温板(1)两侧,与保温板(1)间距不小于20mm。 3. The formwork-free sandwich foam concrete wall according to claim 1, characterized in that: the steel wire grid (5) is made of stainless steel, and the wire diameter of the steel wire mesh (5-1) is greater than 3mm. The mesh size of the steel mesh (5-1) is 50mm×50mm, the steel mesh (5-1) covers both sides of the insulation board (1), and the distance between the insulation board (1) and the insulation board (1) is not less than 20mm. 4.根据权利要求1所述的一种免拆模夹芯泡沫混凝土墙体,其特征在于:所述支撑垫块(3)的布置形状为交错状、正方形,所述支撑垫块(3)截面大小为50mm×50mm,支撑垫块(3)间距为150~200mm,所采用的材料为混凝土垫块、砂浆垫块、塑料垫块。 4. The formwork-free sandwich foam concrete wall according to claim 1, characterized in that: the arrangement shape of the support pads (3) is staggered and square, and the support pads (3) The size of the cross section is 50mm×50mm, the distance between the support pads (3) is 150-200mm, and the materials used are concrete pads, mortar pads, and plastic pads. 5.根据权利要求1所述的一种免拆模夹芯泡沫混凝土墙体,其特征在于:所述的现浇泡沫混凝土(6)采用普通硅酸盐水泥、发泡剂、粉煤灰和轻骨料配制,导热系数不大于0.12W/(m·K)。 5. The formwork-free sandwich foam concrete wall according to claim 1, characterized in that: the cast-in-place foam concrete (6) is made of ordinary Portland cement, foaming agent, fly ash and Made of lightweight aggregate, the thermal conductivity is not more than 0.12W/(m·K). 6.根据权利要求1所述的一种免拆模夹芯泡沫混凝土墙体,其特征在于: 所述的保温板(1)为导热系数小于0.06W/(m·K)的保温板材,燃烧等级不低于B2。 6. The formwork-free sandwich foam concrete wall according to claim 1, characterized in that: the thermal insulation board (1) is a thermal insulation board with a thermal conductivity of less than 0.06W/(m·K), and the combustion Grade not lower than B2. 7.根据权利要求1所述的一种免拆模夹芯泡沫混凝土墙体,其特征在于:在免拆模板(4)外侧,模板拉杆(2)穿过免拆模板(4)处,还设有止浆垫片(7)。 7. The formwork-free sandwich foam concrete wall according to claim 1, characterized in that: on the outside of the formwork (4), the formwork pull rod (2) passes through the formwork (4), and A grout stopper (7) is provided.
CN201520147708.XU 2015-03-16 2015-03-16 One exempts from form removal sandwich foam concrete wall Expired - Fee Related CN204475591U (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105332451A (en) * 2015-11-25 2016-02-17 沈阳建筑大学 Disassembly-free insulation template for external wall of building
CN106013532A (en) * 2016-07-15 2016-10-12 福建建宝建材有限公司 Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof
CN108571104A (en) * 2018-05-03 2018-09-25 李娟� A kind of cement formwork free of demolition and the wall moulding process using the masterplate
CN108625512A (en) * 2018-04-26 2018-10-09 尤书建 A kind of pull-type drawknot concrete wall structure of point
CN111251416A (en) * 2020-01-21 2020-06-09 梁发长 Method for manufacturing light building wallboard
CN111395592A (en) * 2020-04-22 2020-07-10 河北新农建节能科技有限公司 Net frame type expansion net template composite wall structure and construction method
CN111705972A (en) * 2020-06-22 2020-09-25 舒长青 A kind of dismantling-free color plastic building template and using method thereof
CN113494145A (en) * 2020-04-03 2021-10-12 广骏新材料科技有限公司 Cast-in-place sandwich heat preservation shear wall structure of assembled high-rise residence
CN113605576A (en) * 2021-08-03 2021-11-05 苏州中孚新型墙体工程有限公司 Novel heat-insulating wall and construction method thereof
CN115288333A (en) * 2022-09-07 2022-11-04 北京清大绿建建筑科技有限公司 Sandwich built-in thermal insulation and formwork-free one-time pouring and forming wall and construction method

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105332451A (en) * 2015-11-25 2016-02-17 沈阳建筑大学 Disassembly-free insulation template for external wall of building
CN106013532A (en) * 2016-07-15 2016-10-12 福建建宝建材有限公司 Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof
CN108625512A (en) * 2018-04-26 2018-10-09 尤书建 A kind of pull-type drawknot concrete wall structure of point
CN108571104A (en) * 2018-05-03 2018-09-25 李娟� A kind of cement formwork free of demolition and the wall moulding process using the masterplate
CN111251416A (en) * 2020-01-21 2020-06-09 梁发长 Method for manufacturing light building wallboard
CN113494145A (en) * 2020-04-03 2021-10-12 广骏新材料科技有限公司 Cast-in-place sandwich heat preservation shear wall structure of assembled high-rise residence
CN113494145B (en) * 2020-04-03 2025-01-24 广骏新材料科技有限公司 A cast-in-place sandwich insulation shear wall structure for assembled high-rise residential buildings
CN111395592A (en) * 2020-04-22 2020-07-10 河北新农建节能科技有限公司 Net frame type expansion net template composite wall structure and construction method
CN111705972A (en) * 2020-06-22 2020-09-25 舒长青 A kind of dismantling-free color plastic building template and using method thereof
CN113605576A (en) * 2021-08-03 2021-11-05 苏州中孚新型墙体工程有限公司 Novel heat-insulating wall and construction method thereof
CN115288333A (en) * 2022-09-07 2022-11-04 北京清大绿建建筑科技有限公司 Sandwich built-in thermal insulation and formwork-free one-time pouring and forming wall and construction method

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