CN207296166U - A kind of light steel skeleton prefabricated thermal insulation floor - Google Patents

A kind of light steel skeleton prefabricated thermal insulation floor Download PDF

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CN207296166U
CN207296166U CN201721110074.6U CN201721110074U CN207296166U CN 207296166 U CN207296166 U CN 207296166U CN 201721110074 U CN201721110074 U CN 201721110074U CN 207296166 U CN207296166 U CN 207296166U
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steel
horizontal
thermal insulation
cold
formed thin
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麻建锁
强亚林
蔡焕琴
李雪娜
郭腾
程岚
齐梦
陈硕
张敏
马相楠
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Hebei University of Architecture
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Hebei University of Architecture
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Abstract

本实用新型公开了一种轻钢骨架预制保温楼板,涉及建筑楼板技术领域,包括混凝土层一和保温层,混凝土层一与保温层通过钢骨架相连,钢骨架包括冷弯薄壁轻型钢、受力钢筋、水平钢连接件和U型连接件,冷弯薄壁轻型钢、受力钢筋和水平钢连接件均设置在混凝土层一内,冷弯薄壁轻型钢水平间隔布置在混凝土层一内,冷弯薄壁轻型钢上端与水平设置的受力钢筋相连、下端与水平钢连接件相连,U型连接件贯穿保温层设置、且其开放端与水平钢连接件相连,U型连接件的中间水平部及与之相连的水平钢筋网均设置在保温层内。本实用新型具有重量轻、节省材料、强度高、成本低、保温性能优良的优点,制作周期短,方便预制、运输方便,耐冲击,同时能够有效抗震。

The utility model discloses a prefabricated thermal insulation floor slab with a light steel skeleton, which relates to the technical field of building floors, and comprises a concrete layer and a thermal insulation layer. The concrete layer 1 and the thermal insulation layer are connected through a steel skeleton. Stress steel bars, horizontal steel connectors and U-shaped connectors, cold-formed thin-walled light steel, stressed steel bars and horizontal steel connectors are all arranged in the first concrete layer, and cold-formed thin-walled light-gauge steel is arranged horizontally in the first concrete layer , the upper end of the cold-formed thin-walled light steel is connected to the horizontally arranged stress reinforcement, and the lower end is connected to the horizontal steel connector. The U-shaped connector is set through the insulation layer, and its open end is connected to the horizontal steel connector. The U-shaped connector The middle horizontal part and the horizontal steel mesh connected with it are all arranged in the insulation layer. The utility model has the advantages of light weight, material saving, high strength, low cost and excellent thermal insulation performance, short production period, convenient prefabrication, convenient transportation, impact resistance and effective shock resistance.

Description

一种轻钢骨架预制保温楼板A prefabricated thermal insulation floor slab with light steel skeleton

技术领域technical field

本实用新型涉及建筑楼板技术领域,尤其涉及一种轻钢骨架预制保温楼板。The utility model relates to the technical field of building floors, in particular to a prefabricated thermal insulation floor with a light steel skeleton.

背景技术Background technique

传统的楼板都是采用钢筋混凝土合成材料制作的钢筋混凝土楼板,虽然楼板有保温隔热层设置,但是钢筋混凝土楼板自重大,制作成本高,制作周期长,运输不方便,不隔音,保暖性和隔震效果差,特别不能抵御地震造成的横向抖动的波浪形地震波。Traditional floor slabs are reinforced concrete floor slabs made of reinforced concrete composite materials. Although the floor slab has a thermal insulation layer, the reinforced concrete floor slab is heavy, the production cost is high, the production cycle is long, the transportation is inconvenient, and it is not soundproof. The seismic isolation effect is poor, especially the wavy seismic waves that cannot resist the lateral shaking caused by earthquakes.

另外,现有的装配式建筑预制楼板一般采用叠合式楼板,即在工厂制作厚度一半然后在施工现场安装后再浇筑叠合楼板另一半混凝土,此工艺虽然节省了现浇工艺使用的模板,但没有节省支架和现场混凝土浇筑用量,费工费时,同时单层钢筋受力、抗震以及抗折性能差,在运输过程中容易造成不同程度损伤,造成不同的质量损伤。In addition, the existing prefabricated floor slabs of prefabricated buildings generally use laminated floor slabs, that is, half of the thickness is made in the factory and then the other half of the laminated floor is poured after installation on the construction site. Although this process saves the formwork used in the cast-in-place process, it does not The amount of support and on-site concrete pouring is not saved, which is labor-intensive and time-consuming. At the same time, the single-layer steel bar has poor stress, seismic and flexural performance, and it is easy to cause different degrees of damage during transportation, resulting in different quality damage.

实用新型内容Utility model content

本实用新型是提供一种轻钢骨架预制保温楼板,旨在解决上述现有技术中楼板自重大、制作周期长、不隔音保温及抗震性差的技术问题。The utility model provides a prefabricated heat-preservation floor slab with a light steel skeleton, which aims to solve the technical problems of the above-mentioned prior art that the floor slab is heavy, long production cycle, no sound insulation and heat preservation, and poor shock resistance.

为解决上述技术问题,本实用新型所采取的技术方案是:In order to solve the problems of the technologies described above, the technical solution adopted by the utility model is:

一种轻钢骨架预制保温楼板,包括混凝土层一和保温层,所述混凝土层一与保温层通过钢骨架相连,所述钢骨架包括冷弯薄壁轻型钢、受力钢筋、水平钢连接件和U型连接件,所述冷弯薄壁轻型钢、受力钢筋和水平钢连接件均设置在混凝土层一内,所述冷弯薄壁轻型钢水平间隔布置在混凝土层一内,所述冷弯薄壁轻型钢上端与水平设置的受力钢筋相连、下端与水平钢连接件相连,所述U型连接件贯穿保温层设置、且其开放端与水平钢连接件相连,所述U型连接件的中间水平部及与之相连的水平钢筋网均设置在保温层内。A prefabricated thermal insulation floor slab with a light steel skeleton, comprising a concrete layer one and a thermal insulation layer, the concrete layer one and the thermal insulation layer are connected through a steel skeleton, and the steel skeleton includes cold-formed thin-walled light steel, stressed steel bars, and horizontal steel connectors and U-shaped connectors, the cold-formed thin-walled light steel, stressed steel bars and horizontal steel connectors are all set in the concrete layer one, and the cold-formed thin-walled light steels are horizontally arranged in the concrete layer one, the The upper end of the cold-formed thin-walled light steel is connected to the horizontally arranged stress reinforcement, and the lower end is connected to the horizontal steel connector. The U-shaped connector is set through the insulation layer, and its open end is connected to the horizontal steel connector. The U-shaped The middle horizontal part of the connecting piece and the horizontal steel mesh connected thereto are all arranged in the insulation layer.

优选地,所述受力钢筋水平间隔布置、且与冷弯薄壁轻型钢垂直交叉,所述受力钢筋通过固定件与冷弯薄壁轻型钢的上端水平翼缘连接。Preferably, the stressed steel bars are horizontally arranged at intervals and vertically intersect with the cold-formed thin-walled light-weight steel, and the stressed steel bars are connected to the upper horizontal flange of the cold-formed thin-walled light-weight steel through a fixing piece.

优选地,所述水平钢连接件并列间隔布置、且平行于受力钢筋,所述水平钢连接件通过螺栓与冷弯薄壁轻型钢的下端水平翼缘连接,所述水平钢连接件上方垂直设有若干个支撑板,两两相邻的支撑板之间架设空心圆管,所述空心圆管水平设置在水平钢连接件与受力钢筋之间。Preferably, the horizontal steel connectors are arranged side by side at intervals and parallel to the stressed steel bars, the horizontal steel connectors are connected to the lower horizontal flange of the cold-formed thin-walled light steel through bolts, and the horizontal steel connectors are vertically above the A plurality of support plates are provided, and hollow circular tubes are erected between two adjacent support plates, and the hollow circular tubes are horizontally arranged between the horizontal steel connectors and the reinforced steel bars.

优选地,相邻冷弯薄壁轻型钢之间设有三个支撑板,三个支撑板上方架设两个空心圆管。Preferably, three supporting plates are arranged between adjacent cold-formed thin-walled light-gauge steels, and two hollow circular pipes are erected above the three supporting plates.

优选地,所述水平钢连接件为分体式结构,由若干个连接板依次连接组装而成,所述连接板一端设有水平台阶、另一端设有立板,所述水平台阶与冷弯薄壁轻型钢的下端水平翼缘通过垂直螺栓副连接,所述立板通过水平螺栓副与相邻冷弯薄壁轻型钢的垂直腹板相连。Preferably, the horizontal steel connector is a split structure, which is assembled by sequentially connecting several connecting plates. One end of the connecting plate is provided with a horizontal step, and the other end is provided with a vertical plate. The horizontal step and the cold-formed thin The horizontal flange at the lower end of the wall light steel is connected by a vertical bolt pair, and the vertical plate is connected with the vertical web of the adjacent cold-formed thin-wall light steel by a horizontal bolt pair.

优选地,所述保温层包括保温板和外保护层,所述U型连接件的两个开放端贯穿保温板、且其端部延伸至混凝土一层,所述U型连接件的两个开放端设有外螺纹、且其端部贯穿水平钢连接件与螺母配合固定;所述外保护层包括混凝土层二和抹灰层,所述钢筋网设置在混凝土层二内,所述抹灰层喷涂在混凝土层二外表面。Preferably, the thermal insulation layer includes a thermal insulation board and an outer protective layer, the two open ends of the U-shaped connector penetrate the thermal insulation board, and its ends extend to the concrete layer, and the two open ends of the U-shaped connector The end is provided with an external thread, and its end passes through the horizontal steel connector and is fixed with a nut; the outer protective layer includes the second concrete layer and the plastering layer, the steel mesh is arranged in the second concrete layer, and the plastering layer Spray on the outer surface of the second concrete layer.

优选地,所述钢筋网由十字交叉的纵向钢筋和横向钢筋连接固定而成,所述U型连接件贯穿钢筋网设置、且其中间水平部设置在钢筋网的下方。Preferably, the reinforcement mesh is formed by connecting and fixing crossed longitudinal reinforcement bars and transverse reinforcement bars, the U-shaped connector is arranged through the reinforcement mesh, and its middle horizontal part is arranged below the reinforcement mesh.

进一步的,所述纵向钢筋两两设置在U型连接件的中间水平部内,所述横向钢筋平行于U型连接件的中间水平部设置。Further, the longitudinal steel bars are arranged two by two in the middle horizontal part of the U-shaped connector, and the transverse steel bars are arranged parallel to the middle horizontal part of the U-shaped connector.

优选地,所述冷弯薄壁轻型钢的横截面为槽型、Z型或者C型。Preferably, the cross-section of the cold-formed thin-walled light steel is channel-shaped, Z-shaped or C-shaped.

优选地,所述保温板为石墨聚苯乙烯泡沫或挤塑板材料,厚度为50—80mm。Preferably, the insulation board is made of graphite polystyrene foam or extruded board material, with a thickness of 50-80mm.

采用上述技术方案所产生的有益效果在于:与现有技术相比,本实用新型提供的一种轻钢骨架预制保温楼板具有重量轻、节省材料、强度高、成本低、保温性能优良的优点,制作周期短,方便预制、运输方便,耐冲击,能有效抗震;同时将保温层和型钢骨架设置于钢筋网片内,能够进一步提高强度及使用寿命。The beneficial effects produced by adopting the above technical solution are: compared with the prior art, the utility model provides a light steel frame prefabricated thermal insulation floor with the advantages of light weight, material saving, high strength, low cost, and excellent thermal insulation performance. Short production cycle, convenient prefabrication, convenient transportation, impact resistance, and effective earthquake resistance; at the same time, the insulation layer and steel frame are arranged in the steel mesh, which can further improve the strength and service life.

附图说明Description of drawings

图1是本实用新型实施例提供的一种轻钢骨架预制保温楼板的结构示意图;Fig. 1 is a structural schematic diagram of a light steel skeleton prefabricated thermal insulation floor slab provided by the embodiment of the present invention;

图2是本实用新型实施例中未浇筑混凝土时的结构图;Fig. 2 is the structural diagram when not pouring concrete in the utility model embodiment;

图3是图1的立体图;Fig. 3 is a perspective view of Fig. 1;

图4是图2的立体图;Fig. 4 is a perspective view of Fig. 2;

图5是图4的B向视图;Fig. 5 is the B direction view of Fig. 4;

图6是图2中A处的局部放大图;Fig. 6 is a partial enlarged view of place A in Fig. 2;

图中:1—冷弯薄壁轻钢; 2—水平钢连接件,20-连接板,21-支撑板,22-水平台阶,23-立板; 3—U型连接件; 41—受力钢筋;42—横向钢筋;43—纵向钢筋;5—保温板;6—空心圆管; 71—水平螺栓副;72—垂直螺栓副; 8—混凝土层一; 9—固定件;10—混凝土层二;11-抹灰层。In the figure: 1—cold-formed thin-walled light steel; 2—horizontal steel connecting piece, 20—connecting plate, 21—supporting plate, 22—horizontal step, 23—standing plate; 3—U-shaped connecting piece; 41—stress Rebar; 42—transverse reinforcement; 43—longitudinal reinforcement; 5—insulation board; 6—hollow circular tube; 71—horizontal bolt pair; 72—vertical bolt pair; 8—concrete layer 1; 9—fixing piece; 10—concrete layer II; 11 - Plastering layer.

具体实施方式Detailed ways

为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图及具体实施例,对本实用新型作进一步详细的说明。应当理解,此处所描述的具体实施例仅仅用以解释本实用新型,并不用于限定本实用新型。In order to make the purpose, technical solutions and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.

请参考图1-5,本实用新型提供的一种轻钢骨架预制保温楼板,包括混凝土层一8和保温层,所述混凝土层一8与保温层通过钢骨架相连,所述钢骨架包括冷弯薄壁轻型钢1、受力钢筋41、水平钢连接件2和U型连接件3,所述冷弯薄壁轻型钢1、受力钢筋41和水平钢连接件2均设置在混凝土层一8内,所述冷弯薄壁轻型钢1水平间隔布置在混凝土层一8内,所述冷弯薄壁轻型钢1上端与水平设置的受力钢筋41相连、下端与水平钢连接件2相连,所述U型连接件3贯穿保温层设置、且其开放端与水平钢连接件2相连,所述U型连接件3的中间水平部及与之相连的水平钢筋网均设置在保温层内。利用钢骨架提高整体强度,借助保温层提高隔热保温性能,同时方便预制、运输方便,耐冲击、抗震性能好。Please refer to Fig. 1-5, a light steel frame prefabricated thermal insulation floor slab provided by the utility model includes a concrete layer 8 and a thermal insulation layer, the concrete layer 8 is connected with the thermal insulation layer through a steel skeleton, and the steel skeleton includes a cold Bending thin-walled light steel 1, stressed steel bars 41, horizontal steel connectors 2 and U-shaped connectors 3, the cold-formed thin-walled light steel 1, stressed steel bars 41 and horizontal steel connectors 2 are all arranged on the first concrete layer 8, the cold-formed thin-walled light steel 1 is horizontally arranged in the concrete layer 8, the upper end of the cold-formed thin-walled light steel 1 is connected to the horizontally arranged stress reinforcement 41, and the lower end is connected to the horizontal steel connector 2 , the U-shaped connector 3 is set through the insulation layer, and its open end is connected to the horizontal steel connector 2, and the middle horizontal part of the U-shaped connector 3 and the horizontal steel mesh connected thereto are all arranged in the insulation layer . The steel skeleton is used to improve the overall strength, and the insulation layer is used to improve the heat insulation performance. At the same time, it is convenient for prefabrication, convenient transportation, and has good impact resistance and earthquake resistance.

其中,所述冷弯薄壁轻型钢1的横截面为槽型、Z型或者C型。Wherein, the cross-section of the cold-formed thin-walled light steel 1 is channel-shaped, Z-shaped or C-shaped.

参见图1、4,所述受力钢筋41水平间隔布置、且与冷弯薄壁轻型钢1垂直交叉,所述受力钢筋41通过固定件9与冷弯薄壁轻型钢1的上端水平翼缘连接。利用受力钢筋提高楼板顶部受力性能。Referring to Figures 1 and 4, the stressed steel bars 41 are horizontally arranged at intervals and vertically intersect with the cold-formed thin-walled light steel 1, and the stressed steel bars 41 are connected to the upper horizontal wing of the cold-formed thin-walled light-weight steel 1 through the fixing piece 9. edge connection. The mechanical performance of the top of the floor slab is improved by using the reinforced steel bars.

参见图2、4、6,所述水平钢连接件2并列间隔布置、且平行于受力钢筋41,所述水平钢连接件2通过螺栓与冷弯薄壁轻型钢1的下端水平翼缘连接,所述水平钢连接件2上方垂直设有若干个支撑板21,两两相邻的支撑板21之间架设空心圆管6,所述空心圆管6水平设置在水平钢连接件2与受力钢筋41之间,并利用钢丝将空心圆管固定。其中,相邻冷弯薄壁轻型钢1之间设有三个支撑板21,三个支撑板21上方架设两个空心圆管6。通过空心圆管减少楼板自重,同时也改善了楼板的保温效果,并有利于水暖电等管线布置。Referring to Figures 2, 4, and 6, the horizontal steel connectors 2 are arranged side by side at intervals and parallel to the stressed steel bars 41, and the horizontal steel connectors 2 are connected to the lower horizontal flange of the cold-formed thin-walled light-gauge steel 1 by bolts , several support plates 21 are vertically arranged above the horizontal steel connector 2, and hollow round tubes 6 are erected between two adjacent support plates 21, and the hollow round tubes 6 are horizontally arranged between the horizontal steel connector 2 and the receiving Between the force reinforcing bars 41, and utilize steel wire that hollow pipe is fixed. Among them, three supporting plates 21 are arranged between adjacent cold-formed thin-walled light steels 1 , and two hollow round pipes 6 are erected above the three supporting plates 21 . The self-weight of the floor slab is reduced through the hollow circular tube, and the insulation effect of the floor slab is also improved, which is beneficial to the layout of pipelines such as water heating and electricity.

参见图2、6,所述水平钢连接件2为分体式结构,由若干个连接板20依次连接组装而成,所述连接板20一端设有水平台阶22、另一端设有立板23,所述水平台阶22与冷弯薄壁轻型钢1的下端水平翼缘通过垂直螺栓副72连接,所述立板23通过水平螺栓副71与相邻冷弯薄壁轻型钢1的垂直腹板相连。水平钢连接件采用分体式结构更方便制作、安装,提高工作效率。Referring to Figures 2 and 6, the horizontal steel connector 2 is a split structure, which is assembled by sequentially connecting several connecting plates 20, one end of the connecting plate 20 is provided with a horizontal step 22, and the other end is provided with a vertical plate 23, The horizontal step 22 is connected to the lower horizontal flange of the cold-formed thin-walled light-gauge steel 1 through a vertical bolt pair 72, and the vertical plate 23 is connected to the vertical web of the adjacent cold-formed thin-walled light-gauge steel 1 through a horizontal bolt pair 71 . The split structure of the horizontal steel connector is more convenient to manufacture and install, and improves work efficiency.

参见图1、3,所述保温层包括保温板5和外保护层,所述U型连接件3的两个开放端贯穿保温板5、且其端部延伸至混凝土一8层,所述U型连接件3的两个开放端设有外螺纹、且其端部贯穿水平钢连接件2与螺母配合固定;所述外保护层包括混凝土层二10和抹灰层11,所述钢筋网设置在混凝土层二10内,所述抹灰层11喷涂在混凝土层二10外表面。其中,所述保温板5为石墨聚苯乙烯泡沫或挤塑板材料,厚度为50—80mm。利用保温板能够进一步降低楼板的整体自重,采用保温材料制作提高保温效果。Referring to Fig. 1, 3, described thermal insulation layer comprises thermal insulation board 5 and outer protective layer, two open ends of described U-shaped connector 3 run through thermal insulation board 5, and its end extends to concrete-8 layers, and described U The two open ends of the type connector 3 are provided with external threads, and its ends pass through the horizontal steel connector 2 and are fixed with nuts; the outer protective layer includes a concrete layer 10 and a plastering layer 11, and the steel mesh is set In the second concrete layer 10, the plaster layer 11 is sprayed on the outer surface of the second concrete layer 10. Wherein, the insulation board 5 is made of graphite polystyrene foam or extruded board material with a thickness of 50-80mm. The use of insulation boards can further reduce the overall weight of the floor, and the use of insulation materials can improve the insulation effect.

参见图5,所述钢筋网由十字交叉的纵向钢筋43和横向钢筋42连接固定而成,所述U型连接件3贯穿钢筋网设置、且其中间水平部设置在钢筋网的下方。其中,所述纵向钢筋43两两设置在U型连接件3的中间水平部内,所述横向钢筋42平行于U型连接件3的中间水平部设置。利用U型连接件来固定保温板下侧钢筋网及保温板,从而使其与钢骨架有可靠连接。Referring to FIG. 5 , the reinforcement mesh is formed by connecting and fixing crossed longitudinal reinforcement bars 43 and transverse reinforcement bars 42 , the U-shaped connector 3 is arranged through the reinforcement mesh, and its middle horizontal part is arranged below the reinforcement mesh. Wherein, the longitudinal reinforcing bars 43 are arranged in pairs in the middle horizontal portion of the U-shaped connector 3 , and the transverse reinforcing bars 42 are arranged parallel to the middle horizontal portion of the U-shaped connecting member 3 . Use U-shaped connectors to fix the steel mesh and insulation board on the lower side of the insulation board, so that it can be reliably connected to the steel frame.

本实用新型的制作步骤如下:The manufacturing steps of the present utility model are as follows:

第一步,在预制厂制作钢骨架、受力钢筋及纵向钢筋和横向钢筋。The first step is to make the steel skeleton, stress reinforcement, longitudinal reinforcement and transverse reinforcement in the prefabrication factory.

在预制厂,根据楼板的设计尺寸和结构要求,制作对应的冷弯薄壁轻钢、水平钢连接件、受力钢筋41及横向钢筋42和纵向钢筋43。In the prefabrication plant, according to the design size and structural requirements of the floor, make the corresponding cold-formed thin-walled light steel, horizontal steel connectors, stress reinforcement 41, transverse reinforcement 42 and longitudinal reinforcement 43.

第二步,在预制厂安装保温板5。In the second step, the insulation board 5 is installed in the prefabrication factory.

先摆放好保温板下侧的钢筋网,用铁丝进行绑扎从而固定钢筋网片,在预先设计好的位置安装U型连接件3,在保温板5上打孔,对应U型连接件3位置安装保温板5,从而使钢筋网片与保温板进行连接。First place the steel mesh on the lower side of the insulation board, bind it with iron wires to fix the steel mesh, install the U-shaped connector 3 at the pre-designed position, and punch holes on the insulation board 5, corresponding to the position of the U-shaped connector 3 The insulation board 5 is installed, so that the reinforcement mesh sheet is connected with the insulation board.

第三步,安装钢骨架。The third step is to install the steel skeleton.

根据设计在保温板5上放置冷弯薄壁轻钢1,按照设计好的间距进行摆放,再安装水平钢连接件2,水平钢连接件2上螺栓孔与U型连接件3两个开放端对应,用螺母进行固定;同时用螺栓连接冷弯薄壁轻钢1与水平钢连接件,逐一进行安装和固定,在水平钢连接件2上的竖向支撑板上安装空心圆管6,并用铁丝进行固定。According to the design, place cold-formed thin-walled light steel 1 on the insulation board 5, place it according to the designed spacing, and then install the horizontal steel connector 2. The bolt holes on the horizontal steel connector 2 are open to the U-shaped connector 3 corresponding to each other, and fixed with nuts; at the same time, bolts are used to connect the cold-formed thin-walled light steel 1 and the horizontal steel connectors, install and fix them one by one, and install the hollow circular tube 6 on the vertical support plate on the horizontal steel connector 2, And fix it with wire.

第四步,安装冷弯薄壁轻钢上层的受力钢筋。The fourth step is to install the stressed steel bars on the upper layer of cold-formed thin-walled light steel.

在冷弯薄壁型钢1上边缘,按照设计位置排放受力钢筋41,并用固定件9进行固定。On the upper edge of the cold-formed thin-walled section steel 1, the stressed steel bars 41 are arranged according to the designed position, and fixed with the fixing piece 9.

第五步,浇筑混凝土。The fifth step is to pour the concrete.

向钢骨架浇筑混凝土形成混凝土层一8,从而使结构形成轻钢骨架保温承重空心预制楼板。Concrete is poured into the steel frame to form a concrete layer 18, so that the structure forms a light steel frame thermal insulation and load-bearing hollow prefabricated floor slab.

第六步,底板钢丝网上喷射混凝土,形成混凝土层二10。In the sixth step, concrete is sprayed on the steel wire mesh of the base plate to form a concrete layer 2 10 .

等上部预制板强度达到设计要求时,翻转楼板后采用混凝土喷枪喷射的方法在钢丝网上表面抹灰,形成抹灰层,从而完成结构制作。When the strength of the upper prefabricated slab meets the design requirements, after the floor slab is turned over, the surface of the wire mesh is plastered with a concrete spray gun to form a plaster layer, thereby completing the structural fabrication.

本文中应用了具体个例对本实用新型的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本实用新型的方法及其核心思想。应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以对本实用新型进行若干改进和修饰,这些改进和修饰也落入本实用新型权利要求的保护范围内。In this paper, specific examples are used to illustrate the principle and implementation of the present utility model, and the descriptions of the above embodiments are only used to help understand the method and core idea of the present utility model. It should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made to the utility model, and these improvements and modifications also fall into the protection of the claims of the utility model. within range.

Claims (10)

1.一种轻钢骨架预制保温楼板,其特征在于:包括混凝土层一和保温层,所述混凝土层一与保温层通过钢骨架相连,所述钢骨架包括冷弯薄壁轻型钢、受力钢筋、水平钢连接件和U型连接件,所述冷弯薄壁轻型钢、受力钢筋和水平钢连接件均设置在混凝土层一内,所述冷弯薄壁轻型钢水平间隔布置在混凝土层一内,所述冷弯薄壁轻型钢上端与水平设置的受力钢筋相连、下端与水平钢连接件相连,所述U型连接件贯穿保温层设置、且其开放端与水平钢连接件相连,所述U型连接件的中间水平部及与之相连的水平钢筋网均设置在保温层内。1. A light steel skeleton prefabricated thermal insulation floor, is characterized in that: comprise concrete layer one and thermal insulation layer, described concrete layer one is connected with thermal insulation layer by steel skeleton, and described steel skeleton comprises cold-formed thin-walled light steel, stressed Steel bars, horizontal steel connectors and U-shaped connectors, the cold-formed thin-walled light steel, stressed steel bars and horizontal steel connectors are all arranged in the first concrete layer, and the cold-formed thin-walled light steel is horizontally arranged on the concrete layer In the first layer, the upper end of the cold-formed thin-walled light steel is connected to the horizontal steel reinforcement, and the lower end is connected to the horizontal steel connector. The U-shaped connector is set through the insulation layer, and its open end is connected to the horizontal steel connector. The middle horizontal part of the U-shaped connector and the horizontal reinforcement mesh connected thereto are both arranged in the insulation layer. 2.根据权利要求1所述的一种轻钢骨架预制保温楼板,其特征在于:所述受力钢筋水平间隔布置、且与冷弯薄壁轻型钢垂直交叉,所述受力钢筋通过固定件与冷弯薄壁轻型钢的上端水平翼缘连接。2. A prefabricated thermal insulation floor slab with light steel skeleton according to claim 1, characterized in that: the stressed steel bars are arranged at intervals horizontally and vertically intersect with the cold-formed thin-walled light steel, and the stressed steel bars pass through the fixing parts It is connected with the upper horizontal flange of cold-formed thin-wall light steel. 3.根据权利要求2所述的一种轻钢骨架预制保温楼板,其特征在于:所述水平钢连接件并列间隔布置、且平行于受力钢筋,所述水平钢连接件通过螺栓与冷弯薄壁轻型钢的下端水平翼缘连接,所述水平钢连接件上方垂直设有若干个支撑板,两两相邻的支撑板之间架设空心圆管,所述空心圆管水平设置在水平钢连接件与受力钢筋之间。3. A light steel frame prefabricated thermal insulation floor slab according to claim 2, characterized in that: the horizontal steel connectors are arranged side by side at intervals and parallel to the stressed steel bars, and the horizontal steel connectors are connected by bolts and cold-formed The lower ends of the thin-walled light-gauge steel are connected by horizontal flanges, and several support plates are vertically arranged above the horizontal steel connectors, and hollow round tubes are erected between two adjacent support plates, and the hollow round tubes are horizontally arranged on the horizontal steel Between the connector and the stressed reinforcement. 4.根据权利要求3所述的一种轻钢骨架预制保温楼板,其特征在于:相邻冷弯薄壁轻型钢之间设有三个支撑板,三个支撑板上方架设两个空心圆管。4. A light steel frame prefabricated thermal insulation floor slab according to claim 3, characterized in that: three supporting plates are arranged between adjacent cold-formed thin-walled light steel, and two hollow circular tubes are erected above the three supporting plates. 5.根据权利要求1所述的一种轻钢骨架预制保温楼板,其特征在于:所述水平钢连接件为分体式结构,由若干个连接板依次连接组装而成,所述连接板一端设有水平台阶、另一端设有立板,所述水平台阶与冷弯薄壁轻型钢的下端水平翼缘通过垂直螺栓副连接,所述立板通过水平螺栓副与相邻冷弯薄壁轻型钢的垂直腹板相连。5. A light steel framework prefabricated thermal insulation floor slab according to claim 1, characterized in that: the horizontal steel connector is a split structure, which is assembled by connecting several connecting plates in sequence, and one end of the connecting plate is set There is a horizontal step and a vertical plate at the other end, the horizontal step is connected with the lower horizontal flange of the cold-formed thin-walled light steel through a vertical bolt pair, and the vertical plate is connected with the adjacent cold-formed thin-walled light-gauge steel through a horizontal bolt pair connected by vertical webs. 6.根据权利要求1-5任一项所述的一种轻钢骨架预制保温楼板,其特征在于:所述保温层包括保温板和外保护层,所述U型连接件的两个开放端贯穿保温板、且其端部延伸至混凝土一层,所述U型连接件的两个开放端设有外螺纹、且其端部贯穿水平钢连接件与螺母配合固定;所述外保护层包括混凝土层二和抹灰层,所述钢筋网设置在混凝土层二内,所述抹灰层喷涂在混凝土层二外表面。6. A light steel frame prefabricated thermal insulation floor according to any one of claims 1-5, characterized in that: the thermal insulation layer includes a thermal insulation board and an outer protective layer, and the two open ends of the U-shaped connector The two open ends of the U-shaped connectors are provided with external threads, and the ends of the U-shaped connectors pass through the horizontal steel connectors and are fixed with nuts; the outer protective layer includes The second concrete layer and the plastering layer, the steel mesh is arranged in the second concrete layer, and the plastering layer is sprayed on the outer surface of the second concrete layer. 7.根据权利要求6所述的一种轻钢骨架预制保温楼板,其特征在于:所述钢筋网由十字交叉的纵向钢筋和横向钢筋连接固定而成,所述U型连接件贯穿钢筋网设置、且其中间水平部设置在钢筋网的下方。7. A prefabricated thermal insulation floor slab with light steel skeleton according to claim 6, characterized in that: the steel mesh is formed by connecting and fixing cross longitudinal steel bars and transverse steel bars, and the U-shaped connectors are set through the steel mesh , and the middle horizontal part is set under the reinforcement mesh. 8.根据权利要求7所述的一种轻钢骨架预制保温楼板,其特征在于:所述纵向钢筋两两设置在U型连接件的中间水平部内,所述横向钢筋平行于U型连接件的中间水平部设置。8. A light steel frame prefabricated thermal insulation floor slab according to claim 7, characterized in that: the longitudinal steel bars are arranged in pairs in the middle horizontal part of the U-shaped connector, and the transverse steel bars are parallel to the U-shaped connector. Intermediate level setup. 9.根据权利要求1所述的一种轻钢骨架预制保温楼板,其特征在于:所述冷弯薄壁轻型钢的横截面为槽型、Z型或者C型。9. A light steel frame prefabricated thermal insulation floor slab according to claim 1, characterized in that: the cross section of the cold-formed thin-walled light steel is channel-shaped, Z-shaped or C-shaped. 10.根据权利要求6所述的一种轻钢骨架预制保温楼板,其特征在于:所述保温板为石墨聚苯乙烯泡沫或挤塑板材料,厚度为50—80mm。10. A light steel framework prefabricated thermal insulation floor slab according to claim 6, characterized in that: the thermal insulation board is graphite polystyrene foam or extruded board material with a thickness of 50-80mm.
CN201721110074.6U 2017-08-31 2017-08-31 A kind of light steel skeleton prefabricated thermal insulation floor Expired - Fee Related CN207296166U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107514092A (en) * 2017-08-31 2017-12-26 河北建筑工程学院 A kind of light steel skeleton prefabricated thermal insulation floor and construction method
GR1010309B (en) * 2021-12-30 2022-09-28 Αριστοτελειο Πανεπιστημιο Θεσσαλονικης-Ειδικος Λογαριασμος Κονδυλιων Ερευνας, Prefabricated mixed support masonry system - assembly and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107514092A (en) * 2017-08-31 2017-12-26 河北建筑工程学院 A kind of light steel skeleton prefabricated thermal insulation floor and construction method
CN107514092B (en) * 2017-08-31 2022-10-14 河北建筑工程学院 Light steel framework prefabricated heat-insulation floor slab and construction method
GR1010309B (en) * 2021-12-30 2022-09-28 Αριστοτελειο Πανεπιστημιο Θεσσαλονικης-Ειδικος Λογαριασμος Κονδυλιων Ερευνας, Prefabricated mixed support masonry system - assembly and construction method thereof

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