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CN219343940U - Platform construction node for daylighting roof construction operation - Google Patents

Platform construction node for daylighting roof construction operation Download PDF

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Publication number
CN219343940U
CN219343940U CN202320391665.4U CN202320391665U CN219343940U CN 219343940 U CN219343940 U CN 219343940U CN 202320391665 U CN202320391665 U CN 202320391665U CN 219343940 U CN219343940 U CN 219343940U
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steel wire
wall
concrete beam
wire rope
mesh
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CN202320391665.4U
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Chinese (zh)
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王付
高子健
任思远
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China Construction Second Engineering Bureau Co Ltd
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China Construction Second Engineering Bureau Co Ltd
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Abstract

The utility model relates to the technical field of building construction, and discloses a platform construction node for daylighting roof construction operation, which comprises: the annular concrete beam is arranged in the annular concrete beam and is connected with the steel wire grid of the annular concrete beam; the inner wall of annular concrete beam is provided with sleeve pipe preformed hole along its circumferencial direction even interval, the wire rope of wire net outer tip passes sleeve pipe preformed hole, be provided with steel wire fixing device between the inner wall of annular concrete beam and the outer wall, steel wire fixing device includes: the safety bending protection arm is arranged on the outer wall, and the clamping block, the fixing block and the clamping member are sequentially arranged on the steel wire rope and between the safety bending protection arm and the inner wall; the steel wire rope penetrates through the clamping member, the clamping block and the fixing block from the inner wall to be fixed with the embedded hook embedded on the outer wall, the end part of the steel wire rope binding embedded hook is provided with a safety bend, and the safety bend is arranged in the safety bend protecting arm.

Description

一种用于采光顶施工操作的平台施工节点A platform construction node for skylight construction operations

技术领域technical field

本实用新型涉及建筑施工技术领域,特别是涉及一种用于采光顶施工操作的平台施工节点。The utility model relates to the technical field of building construction, in particular to a platform construction node used for the construction operation of a daylighting roof.

背景技术Background technique

目前,现有的采光顶施工操作平台多采用搭设满堂脚手架施工,搭设满堂脚手架存在以下不足。第一、传统的满堂脚手架需要大量的钢管和扣件,搭设繁琐高度过高存在安全隐患。第二、搭设满堂脚手架时,需要从底部开始搭设,从而影响下部空间其他工序的正常进行,影响工期。第三、满堂脚手架搭设需要占用较大的地面空间,对于需要在较高建筑之间的狭小空间内进行施工时,搭出的满堂脚手架高宽比不满足规范要求。At present, most of the existing daylighting roof construction operation platforms are constructed by erecting a full hall of scaffolding, and there are the following shortcomings in erecting a full hall of scaffolding. First, the traditional scaffolding requires a large number of steel pipes and fasteners, and the installation is cumbersome and the height is too high, which poses safety hazards. Second, when erecting a full house of scaffolding, it needs to be erected from the bottom, which will affect the normal progress of other processes in the lower space and affect the construction period. Third, the erection of the full hall scaffolding needs to occupy a large floor space. When construction needs to be carried out in the narrow space between taller buildings, the height-to-width ratio of the full hall scaffolding does not meet the specification requirements.

实用新型内容Utility model content

本申请提供了一种用于采光顶施工操作的平台施工节点,以解决搭设满堂脚手架作为采光顶操作平台需要大量的钢管和扣件,搭设繁琐且存在安全隐患;搭设满堂脚手架时,需要从底部开始搭设,从而影响下部空间施工的正常进行,影响工期;满堂脚手架搭设需要占用较大的地面空间,对于需要在超高建筑之间的狭小空间内进行施工时,搭设满堂脚手架不满足高宽比的问题。This application provides a platform construction node for the construction operation of the daylighting roof to solve the problem that a large number of steel pipes and fasteners are required to set up a mansion scaffolding as a daylighting roof operation platform, which is cumbersome to set up and has potential safety hazards; Start erecting, which will affect the normal construction of the lower space and affect the construction period; the erection of full hall scaffolding needs to occupy a large ground space, and when construction needs to be carried out in a small space between super high buildings, erecting full hall scaffolding does not meet the height-to-width ratio The problem.

为解决上述技术问题,本申请提供了一种用于采光顶施工操作的平台施工节点,包括:环状混凝土梁,设置于所述环状混凝土梁内部、与环状混凝土梁连接的钢丝网格;所述环状混凝土梁的内壁沿其圆周方向均匀间隔设置有套管预留洞,所述钢丝网格外端部的钢丝绳穿过套管预留洞,所述环状混凝土梁的内壁和外壁之间设置有钢丝固定装置,所述钢丝固定装置包括:设于外壁上的安全弯护臂,以及顺次设于钢丝绳上、安全弯护臂与所述内壁之间的夹紧块、固定块和夹紧构件;所述钢丝绳自内壁穿过夹紧构件、夹紧块和固定块与埋设于外壁上的埋钩固定,所述钢丝绳绑扎埋钩的端部设有安全弯,所述安全弯置于所述安全弯护臂内。In order to solve the above technical problems, the application provides a platform construction node for the construction operation of the skylight, including: a ring-shaped concrete beam, a steel wire grid arranged inside the ring-shaped concrete beam and connected to the ring-shaped concrete beam ; The inner wall of the ring-shaped concrete beam is evenly spaced along its circumferential direction with casing reserved holes, the steel wire rope at the outer end of the steel wire mesh passes through the casing reserved holes, the inner wall and the outer wall of the ring-shaped concrete beam There is a steel wire fixing device between them, and the steel wire fixing device includes: a safety curved guard arm arranged on the outer wall, and a clamping block and a fixing block sequentially arranged on the steel wire rope between the safety curved guard arm and the inner wall and the clamping member; the steel wire rope passes through the clamping member, the clamping block and the fixing block from the inner wall and is fixed with the buried hook embedded on the outer wall, and the end of the steel wire rope binding buried hook is provided with a safety bend, and the safety bend Placed in the safe bend arm.

本申请的一些实施例中,所述夹紧构件包括贴合于内壁设置的第一限位板,贴合于所述固定块设置的第二限位板,设置于第一限位板和第二限位板之间的连接管,所述第一限位板、连接管和第二限位板内设有供钢丝绳穿过的穿孔,所述穿孔与钢丝绳直径相适配。In some embodiments of the present application, the clamping member includes a first limiting plate attached to the inner wall, a second limiting plate attached to the fixed block, and a second limiting plate arranged on the first limiting plate and the second limiting plate. The connecting pipe between the two limiting plates, the first limiting plate, the connecting pipe and the second limiting plate are provided with perforations for the steel wire rope to pass through, and the perforation is adapted to the diameter of the steel wire rope.

本申请的一些实施例中,所述套管预留洞内固定设置有PVC套管,所述钢丝绳穿过PVC套管,所述PVC套管的两端设置有密封胶。In some embodiments of the present application, a PVC sleeve is fixedly arranged in the reserved hole of the sleeve, the steel wire rope passes through the PVC sleeve, and sealant is provided at both ends of the PVC sleeve.

本申请的一些实施例中,所述钢丝网格包括上层横向钢丝网和下层纵向钢丝网,所述上层横向钢丝网和下层纵向钢丝网均由一排并列排布的钢丝绳组成。In some embodiments of the present application, the steel wire mesh includes an upper layer of horizontal steel wire mesh and a lower layer of longitudinal steel wire mesh, and the upper layer of horizontal steel wire mesh and the lower layer of longitudinal steel wire mesh are both composed of a row of steel wire ropes arranged side by side.

本申请的一些实施例中,所述上层横向钢丝网和下层纵向钢丝网之间设置有多孔橡胶垫,所述橡胶垫的厚度为5mm。In some embodiments of the present application, a porous rubber pad is arranged between the upper horizontal steel wire mesh and the lower vertical steel wire mesh, and the thickness of the rubber pad is 5 mm.

本申请的一些实施例中,所述钢丝网格上铺设有钢筋网片,所述钢筋网片与钢丝网格采用铁丝绑扎固定,所述钢筋网片的规格为1200*1000*4mm。In some embodiments of the present application, a steel mesh sheet is laid on the steel wire grid, and the steel mesh sheet and the steel wire mesh are bound and fixed with iron wires, and the specification of the steel mesh sheet is 1200*1000*4mm.

本申请的一些实施例中,所述钢筋网片上设置有木制胶合板,相邻所述木制胶合板之间通过钢钉固定。In some embodiments of the present application, wooden plywood is arranged on the reinforcement mesh, and adjacent wooden plywood are fixed by steel nails.

本申请的一些实施例中,所述钢丝绳的直径为14mm。In some embodiments of the present application, the diameter of the steel wire rope is 14mm.

与现有技术相比本实用新型具有以下特点和有益效果:Compared with the prior art, the utility model has the following characteristics and beneficial effects:

本实用新型通过在环状混凝土梁内部连接钢丝网格,然后在钢丝网格上铺设钢筋网片,钢筋网片上方铺设木胶合板,钢丝网由并列排布的下层纵向钢丝绳和上层横向钢丝绳组成,上层横向钢丝网和下层纵向钢丝网之间设置有多孔橡胶垫,降低钢丝网之间的磨损,钢丝绳通过张拉后采用钢丝固定装置固定,有效保证工人安全;本发明的采光顶施工操作软平台结构简单,不需要使用大量的钢管和钢管扣件,搭设过程简单,提高施工效率,降低施工安全隐患;安装形式灵活,并且非常适用于高层建筑之间跨度较大空间进行施工,在搭设本发明的软平台时不会影响底部施工,有效保证工期;通过设置安全弯护臂、夹紧构件、夹紧块和固定块,使钢丝绳不外漏的同时,抵消钢丝绳向环状混凝土梁内侧的拉力,保证钢丝绳不易受外界侵蚀。The utility model connects the steel wire mesh inside the ring-shaped concrete beam, and then lays the steel mesh on the steel mesh, and lays the wooden plywood on the top of the steel mesh. The steel mesh is composed of the lower vertical steel wire rope and the upper horizontal steel wire rope arranged side by side A porous rubber pad is arranged between the upper horizontal steel wire mesh and the lower vertical steel wire mesh to reduce the wear between the steel wire meshes. After the steel wire rope is stretched, it is fixed with a steel wire fixing device, which effectively ensures the safety of workers; the soft platform for the construction and operation of the daylighting roof The structure is simple, no need to use a large number of steel pipes and steel pipe fasteners, the erection process is simple, the construction efficiency is improved, and the construction safety hazard is reduced; the installation form is flexible, and it is very suitable for construction in a space with a large span between high-rise buildings. The soft platform will not affect the bottom construction and effectively guarantee the construction period; by setting the safety curved arm, clamping member, clamping block and fixing block, the steel wire rope will not leak and at the same time offset the tension of the steel wire rope to the inner side of the ring-shaped concrete beam , to ensure that the wire rope is not easily corroded by the outside world.

附图说明Description of drawings

图1是本实用新型实施例钢丝固定装置示意图;Fig. 1 is the schematic diagram of steel wire fixing device of the utility model embodiment;

图2是本实用新型实施例平台俯视示意图;Fig. 2 is a schematic top view of the platform of the embodiment of the utility model;

图3是本实用新型实施例钢丝网格结构示意图。Fig. 3 is a schematic diagram of the steel wire mesh structure of the embodiment of the utility model.

图中,100、环状混凝土梁;110、套管预留洞;111、PVC套管;200、钢丝网格;210、钢丝绳;220、上层横向钢丝网;230、下层纵向钢丝网;240、钢筋网片;250、木制胶合板;300、钢丝固定装置;310、安全弯护臂;320、夹紧块;330、夹紧构件;331、第一限位板;332、第二限位板;333、连接管;340、固定块。In the figure, 100, annular concrete beam; 110, reserved hole for casing; 111, PVC casing; 200, steel wire mesh; 210, steel wire rope; 220, upper horizontal steel wire mesh; 230, lower longitudinal steel wire mesh; 240, Steel mesh; 250, wooden plywood; 300, steel wire fixing device; 310, safety curved arm; 320, clamping block; 330, clamping member; 331, first limiting plate; 332, second limiting plate ; 333, connecting pipe; 340, fixed block.

具体实施方式Detailed ways

下面结合附图和实施例,对本实用新型的具体实施方式作进一步详细描述。以下实施例用于说明本实用新型,但不用来限制本实用新型的范围。Below in conjunction with accompanying drawing and embodiment, the specific embodiment of the utility model is described in further detail. The following examples are used to illustrate the utility model, but not to limit the scope of the utility model.

在本申请的描述中,需要理解的是,术语“中心”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本申请和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本申请的限制。In the description of this application, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", The orientations or positional relationships indicated by "top", "bottom", "inner", "outer", etc. are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the application and simplifying the description, rather than indicating or implying References to devices or elements must have a particular orientation, be constructed, and operate in a particular orientation and therefore should not be construed as limiting the application.

术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本申请的描述中,除非另有说明,“多个”的含义是两个或两个以上。The terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as "first" and "second" may explicitly or implicitly include one or more of these features. In the description of the present application, unless otherwise specified, "plurality" means two or more.

在本申请的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本申请中的具体含义。In the description of this application, it should be noted that unless otherwise specified and limited, the terms "installation", "connection", and "connection" should be understood in a broad sense, for example, it can be a fixed connection or a detachable connection. Connected, or integrally connected; it may be mechanically connected or electrically connected; it may be directly connected or indirectly connected through an intermediary, and it may be the internal communication of two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in this application in specific situations.

如图1-3所示,根据本申请的一些实施例中,一种用于采光顶施工操作的平台施工节点,包括:环状混凝土梁100,设置于环状混凝土梁100内部、与环状混凝土梁100连接的钢丝网格200;环状混凝土梁100的内壁沿其圆周方向均匀间隔设置有套管预留洞110,钢丝网格200外端部的钢丝绳210穿过套管预留洞110,环状混凝土梁100的内壁和外壁之间设置有钢丝固定装置300,钢丝固定装置300包括:设于外壁上的安全弯护臂310,以及顺次设于钢丝绳210上、安全弯护臂310与所述内壁之间的夹紧块320、固定块340和夹紧构件330;钢丝绳210自内壁穿过夹紧构件330、夹紧块320和固定块340与埋设于外壁上的埋钩固定,钢丝绳210绑扎埋钩的端部设有安全弯,安全弯置于安全弯护臂310内。As shown in Figures 1-3, according to some embodiments of the present application, a platform construction node for daylighting roof construction operations includes: a ring-shaped concrete beam 100, which is arranged inside the ring-shaped concrete beam 100, and a ring-shaped concrete beam 100 The steel wire grid 200 connected to the concrete beam 100; the inner wall of the annular concrete beam 100 is evenly spaced along its circumferential direction with sleeve reserved holes 110, and the steel wire rope 210 at the outer end of the steel wire grid 200 passes through the sleeve reserved holes 110 A steel wire fixing device 300 is arranged between the inner wall and the outer wall of the annular concrete beam 100, and the steel wire fixing device 300 includes: a safety curved arm 310 arranged on the outer wall, and a safety curved arm 310 arranged on the steel wire rope 210 in sequence and the clamping block 320, the fixing block 340 and the clamping member 330 between the inner wall; the steel wire rope 210 passes through the clamping member 330, the clamping block 320 and the fixing block 340 from the inner wall and is fixed with the buried hook embedded on the outer wall, The end of the wire rope 210 binding the buried hook is provided with a safety bend, and the safety bend is placed in the safety bend guard arm 310 .

在此需要说明的是,安全弯护臂310通过锚固螺栓固定于环状混凝土梁100外壁上,锚固螺栓远离环状混凝土梁100外壁的一端设置有圆环,钢丝绳210穿过圆环并弯折设置安全弯,安全弯设置于安全弯护臂310内,安全弯护臂310的一侧设置有夹紧块320,夹紧块320左右两个端面平整,固定块340的厚度可调,用于适应不同宽度的待固定空间。It should be noted here that the safety curved arm 310 is fixed on the outer wall of the ring-shaped concrete beam 100 through anchor bolts, and the end of the anchor bolt away from the outer wall of the ring-shaped concrete beam 100 is provided with a ring, and the steel wire rope 210 passes through the ring and bends A safety bend is set, the safety bend is arranged in the safety bend guard arm 310, and one side of the safety bend guard arm 310 is provided with a clamping block 320, the left and right ends of the clamping block 320 are flat, and the thickness of the fixing block 340 is adjustable for Adapt to different widths of spaces to be fixed.

根据本申请的一些实施例中,夹紧构件330包括贴合于内壁设置的第一限位板331,贴合于固定块340设置的第二限位板332,设置于第一限位板331和第二限位板332之间的连接管333,第一限位板331、连接管333和第二限位板332内设有供钢丝绳210穿过的穿孔,穿孔与钢丝绳210直径相适配。According to some embodiments of the present application, the clamping member 330 includes a first limiting plate 331 attached to the inner wall, a second limiting plate 332 attached to the fixed block 340, and a second limiting plate 332 arranged on the first limiting plate 331. And the connecting pipe 333 between the second limiting plate 332, the first limiting plate 331, the connecting pipe 333 and the second limiting plate 332 are provided with perforations for the steel wire rope 210 to pass through, and the perforation is adapted to the diameter of the steel wire rope 210 .

根据本申请的一些实施例中,套管预留洞110内固定设置有PVC套管111,钢丝绳210穿过PVC套管111,PVC套管111的两端设置有密封胶。According to some embodiments of the present application, a PVC sleeve 111 is fixedly disposed in the sleeve reserved hole 110 , the steel wire rope 210 passes through the PVC sleeve 111 , and sealant is provided at both ends of the PVC sleeve 111 .

根据本申请的一些实施例中,钢丝网格200包括上层横向钢丝网220和下层纵向钢丝网230,上层横向钢丝网220和下层纵向钢丝网230均由一排并列排布的钢丝绳210组成。According to some embodiments of the present application, the steel wire grid 200 includes an upper horizontal steel wire mesh 220 and a lower vertical steel wire mesh 230, both of which are composed of a row of parallel steel wire ropes 210.

根据本申请的一些实施例中,上层横向钢丝网220和下层纵向钢丝网230之间设置有多孔橡胶垫,橡胶垫的厚度为5mm。According to some embodiments of the present application, a porous rubber pad is provided between the upper horizontal steel wire mesh 220 and the lower vertical steel wire mesh 230, and the thickness of the rubber pad is 5 mm.

根据本申请的一些实施例中,钢丝网格200上铺设有钢筋网片240,钢筋网片240与钢丝网格200采用铁丝绑扎固定,钢筋网片240的规格为1200*1000*4mm。According to some embodiments of the present application, a steel mesh 240 is laid on the steel wire grid 200, and the steel mesh 240 and the steel wire grid 200 are fixed with iron wires. The specification of the steel mesh 240 is 1200*1000*4mm.

根据本申请的一些实施例中,钢筋网片240上设置有木制胶合板250,相邻木制胶合板250之间通过钢钉固定。According to some embodiments of the present application, wooden plywood 250 is arranged on the reinforcement mesh 240 , and adjacent wooden plywood 250 are fixed by steel nails.

根据本申请的一些实施例中,钢丝绳210的直径为14mm。According to some embodiments of the present application, the diameter of the wire rope 210 is 14mm.

综上,本实用新型涉及建筑施工技术领域,公开了一种用于采光顶施工操作的平台施工节点,包括:环状混凝土梁,设置于所述环状混凝土梁内部、与环状混凝土梁连接的钢丝网格;所述环状混凝土梁的内壁沿其圆周方向均匀间隔设置有套管预留洞,所述钢丝网格外端部的钢丝绳穿过套管预留洞,所述环状混凝土梁的内壁和外壁之间设置有钢丝固定装置,所述钢丝固定装置包括:设于外壁上的安全弯护臂,以及顺次设于钢丝绳上、安全弯护臂与所述内壁之间的夹紧块、固定块和夹紧构件;所述钢丝绳自内壁穿过夹紧构件、夹紧块和固定块与埋设于外壁上的埋钩固定,所述钢丝绳绑扎埋钩的端部设有安全弯,所述安全弯置于所述安全弯护臂内。To sum up, the utility model relates to the technical field of building construction, and discloses a platform construction node for the construction operation of a daylighting roof, including: a ring-shaped concrete beam, which is arranged inside the ring-shaped concrete beam and connected with the ring-shaped concrete beam steel wire grid; the inner wall of the ring-shaped concrete beam is uniformly spaced along its circumferential direction with sleeve reserved holes, and the steel wire rope at the outer end of the steel wire grid passes through the sleeve reserved holes, and the ring-shaped concrete beam A steel wire fixing device is provided between the inner wall and the outer wall, and the steel wire fixing device includes: a safety curved guard arm arranged on the outer wall, and a clamping device sequentially arranged on the steel wire rope, between the safety curved guard arm and the inner wall Block, fixed block and clamping member; the steel wire rope passes through the clamping member, clamping block and fixed block from the inner wall and is fixed with the buried hook buried on the outer wall, and the end of the steel wire rope binding buried hook is provided with a safety bend. The safety bend is placed in the arm of the safety bend.

以上所述仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型技术原理的前提下,还可以做出若干改进和替换,这些改进和替换也应视为本实用新型的保护范围。The above is only the preferred embodiment of the utility model, it should be pointed out that for those of ordinary skill in the art, without departing from the technical principle of the utility model, some improvements and replacements can also be made. And replacement should also be regarded as the protection scope of the present utility model.

Claims (8)

1. A platform construction node for a daylighting roof construction operation, comprising: an annular concrete beam, which is provided inside the annular concrete beam (100), and which is connected to a steel wire mesh (200) of the annular concrete beam (100); the steel wire fixing device is characterized in that sleeve reserved holes (110) are uniformly formed in the inner wall of the annular concrete beam (100) at intervals along the circumferential direction of the annular concrete beam, steel wires (210) at the outer end part of the steel wire grid (200) penetrate through the sleeve reserved holes (110), steel wire fixing devices (300) are arranged between the inner wall and the outer wall of the annular concrete beam (100), and the steel wire fixing devices (300) comprise: a safety bend protection arm (310) arranged on the outer wall, and a clamping block (320), a fixed block (340) and a clamping member (330) which are sequentially arranged on the steel wire rope (210) and between the safety bend protection arm (310) and the inner wall; the steel wire rope (210) penetrates through the clamping component (330), the clamping block (320) and the fixing block (340) from the inner wall to be fixed with the buried hook buried on the outer wall, the end part of the steel wire rope (210) binding buried hook is provided with a safety bend, and the safety bend is arranged in the safety bend protecting arm (310).
2. The platform construction node for daylighting roof construction operation according to claim 1, wherein the clamping member (330) comprises a first limiting plate (331) attached to the inner wall, a second limiting plate (332) attached to the fixing block (340), and a connecting pipe (333) arranged between the first limiting plate (331) and the second limiting plate (332), wherein perforations through which the steel wire rope (210) passes are formed in the first limiting plate (331), the connecting pipe (333) and the second limiting plate (332), and the perforations are matched with the diameter of the steel wire rope (210).
3. The platform construction node for daylighting roof construction operation according to claim 2, wherein a PVC sleeve (111) is fixedly arranged in the sleeve reserved hole (110), the steel wire rope (210) penetrates through the PVC sleeve (111), and sealing glue is arranged at two ends of the PVC sleeve (111).
4. A platform construction node for daylighting roof construction operations according to claim 1, characterized in that the wire mesh (200) comprises an upper layer of transverse wire mesh (220) and a lower layer of longitudinal wire mesh (230), the upper layer of transverse wire mesh (220) and the lower layer of longitudinal wire mesh (230) each being composed of a row of wire ropes (210) arranged side by side.
5. A platform construction node for daylighting roof construction operations according to claim 4, characterized in that a porous rubber pad is arranged between the upper layer of transverse steel wire mesh (220) and the lower layer of longitudinal steel wire mesh (230), the thickness of the rubber pad being 5mm.
6. The platform construction node for daylighting roof construction operation according to claim 1, wherein a steel mesh (240) is paved on the steel wire mesh (200), the steel mesh (240) and the steel wire mesh (200) are bound and fixed by iron wires, and the specification of the steel mesh (240) is 1200 x 1000 x 4mm.
7. The platform construction node for daylighting roof construction operations of claim 6, wherein wooden plywood (250) is provided on the reinforcing mesh (240), adjacent wooden plywood (250) being fixed by steel nails so far.
8. A platform construction node for a daylighting roof construction operation according to any of claims 1-7, wherein the wire rope (210) has a diameter of 14mm.
CN202320391665.4U 2023-03-06 2023-03-06 Platform construction node for daylighting roof construction operation Expired - Fee Related CN219343940U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320391665.4U CN219343940U (en) 2023-03-06 2023-03-06 Platform construction node for daylighting roof construction operation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320391665.4U CN219343940U (en) 2023-03-06 2023-03-06 Platform construction node for daylighting roof construction operation

Publications (1)

Publication Number Publication Date
CN219343940U true CN219343940U (en) 2023-07-14

Family

ID=87075575

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320391665.4U Expired - Fee Related CN219343940U (en) 2023-03-06 2023-03-06 Platform construction node for daylighting roof construction operation

Country Status (1)

Country Link
CN (1) CN219343940U (en)

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Granted publication date: 20230714