CN205035948U - Concatenation formula steel construction board - Google Patents

Concatenation formula steel construction board Download PDF

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Publication number
CN205035948U
CN205035948U CN201520798617.2U CN201520798617U CN205035948U CN 205035948 U CN205035948 U CN 205035948U CN 201520798617 U CN201520798617 U CN 201520798617U CN 205035948 U CN205035948 U CN 205035948U
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steel
angle steel
concrete slab
edge
angle
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曹均平
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Chongqing Diamond Heights Construction Engineering Co Ltd
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Chongqing Diamond Heights Construction Engineering Co Ltd
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Abstract

本实用新型公开了一种拼接式钢结构板,包括:混凝土板,沿着所述混凝土板的第一边缘和第二边缘分别预埋有第一铁件和第二铁件,所述第一边缘和所述第二边缘相对;位于所述混凝土板的一侧,与所述第一铁件连接,用于支撑所述混凝土板的第一工字钢支撑梁;位于所述混凝土板的另一侧,与所述第二铁件连接,用于支撑所述混凝土板的第二工字钢支撑梁,沿着所述混凝土板的第三边缘和第四边缘预埋有用于与主梁连接的第三铁件和第四铁件。本实用新型创造性地利用拼接式钢结构板代替传统的楼板,从而缩短了楼板的建筑施工周期,提高了施工效率,同时规避了施工现场建筑垃圾的产生,保护了环境,节约了建筑材料。

The utility model discloses a spliced steel structure slab, which comprises: a concrete slab, a first iron piece and a second iron piece are pre-embedded respectively along the first edge and the second edge of the concrete slab, the first The edge is opposite to the second edge; it is located on one side of the concrete slab, connected with the first iron piece, and is used to support the first I-beam support beam of the concrete slab; on the other side of the concrete slab One side, connected with the second iron piece, is used to support the second I-shaped steel support beam of the concrete slab, and pre-buried along the third edge and the fourth edge of the concrete slab for connecting with the main beam The third iron piece and the fourth iron piece. The utility model creatively uses the spliced steel structure plate to replace the traditional floor, thereby shortening the building construction period of the floor, improving the construction efficiency, avoiding the generation of construction waste at the construction site, protecting the environment and saving building materials.

Description

一种拼接式钢结构板A spliced steel structure panel

技术领域technical field

本实用新型涉及建筑领域,更具体地说,涉及一种拼接式钢结构板。The utility model relates to the construction field, in particular to a spliced steel structure plate.

背景技术Background technique

楼板的施工程序包括四个步骤,包括模板支设、钢筋搭接、混凝土浇筑、以及建筑装饰。模板支设是指搭建好用于浇筑混凝土板的模板设备,模板支设过程中涉及到混凝土模板、用于支撑模板的支撑件、用于提升模板的提升装置等装置;钢筋搭接包括绑扎搭接、焊接以及机械连接;混凝土浇筑指的是将混凝土浇筑入模直至塑化的过程;建筑装饰是采用装饰、装修材料或饰物对建筑物的内外表面及空间进行的各种处理过程,其目的是为了保护建筑物的主体结构、完善建筑物的物理性能、使用功能以及美观度。The construction procedure of the floor slab consists of four steps, including formwork support, reinforcement lapping, concrete pouring, and architectural decoration. Formwork support refers to the construction of formwork equipment for pouring concrete slabs. The process of formwork support involves concrete formwork, supports for supporting formwork, and lifting devices for lifting formwork; jointing, welding and mechanical connection; concrete pouring refers to the process of pouring concrete into molds until it is plasticized; architectural decoration refers to the various treatments of the interior and exterior surfaces and spaces of buildings with decoration, decoration materials or accessories. It is to protect the main structure of the building, improve the physical performance, function and aesthetics of the building.

很明显,上述的楼板的建筑施工周期长,劳动强度大,同时会在施工现场产生大量的建筑垃圾,不仅污染环境,还造成了对建筑材料的浪费。Obviously, the construction period of the above-mentioned floor slab is long and labor-intensive, and at the same time, a large amount of construction waste will be generated on the construction site, which not only pollutes the environment, but also causes a waste of building materials.

因此,如何缩短楼板的建筑施工周期,提高施工效率,同时规避施工现场建筑垃圾的产生,保护环境,节约建筑材料,是本领域技术人员亟待解决的关键性问题。Therefore, how to shorten the building construction period of the floor slab, improve the construction efficiency, avoid the generation of construction waste at the construction site, protect the environment, and save building materials are key issues to be solved urgently by those skilled in the art.

实用新型内容Utility model content

本实用新型的目的是提供一种拼接式钢结构板,该拼接式钢结构板能够在工厂加工成型,且适合批量生产,从而缩短楼板的建筑施工周期,提高施工效率,同时规避施工现场建筑垃圾的产生,保护环境,节约建筑材料。The purpose of this utility model is to provide a spliced steel structure plate, which can be processed and formed in the factory, and is suitable for mass production, thereby shortening the construction period of the floor slab, improving construction efficiency, and avoiding construction waste at the construction site The production, protect the environment, save building materials.

为达到上述目的,本实用新型提供如下技术方案:In order to achieve the above object, the utility model provides the following technical solutions:

一种拼接式钢结构板,包括:A spliced steel structural panel, comprising:

混凝土板,沿着所述混凝土板的第一边缘和第二边缘分别预埋有第一铁件和第二铁件,所述第一边缘和所述第二边缘相对;A concrete slab, a first iron piece and a second iron piece are pre-embedded respectively along the first edge and the second edge of the concrete slab, and the first edge is opposite to the second edge;

位于所述混凝土板的一侧,与所述第一铁件连接,用于支撑所述混凝土板的第一工字钢支撑梁;Located on one side of the concrete slab, connected to the first iron piece, and used to support the first I-beam support beam of the concrete slab;

位于所述混凝土板的另一侧,与所述第二铁件连接,用于支撑所述混凝土板的第二工字钢支撑梁,沿着所述混凝土板的第三边缘和第四边缘预埋有用于与主梁连接的第三铁件和第四铁件。Located on the other side of the concrete slab, connected to the second iron piece, used to support the second I-beam support beam of the concrete slab, pre-prepared along the third edge and the fourth edge of the concrete slab The third iron piece and the fourth iron piece used to connect with the main beam are buried.

优选地,所述第一铁件为第一角钢,所述第二铁件为第二角钢,所述第一角钢和所述第二角钢的角相对;Preferably, the first iron piece is a first angle steel, the second iron piece is a second angle steel, and the angles of the first angle steel and the second angle steel are opposite;

所述第一角钢和所述第二角钢均包括第一钢板和第二钢板,所述述第一角钢和所述第二角钢的第一钢板均与所述混凝土板平行;Both the first angle steel and the second angle steel include a first steel plate and a second steel plate, and the first steel plates of the first angle steel and the second angle steel are parallel to the concrete slab;

所述第一工字钢支撑梁与所述第一角钢的第一钢板连接,所述第二工字钢支撑梁与所述第二角钢的第一钢板连接。The first I-shaped steel support beam is connected to the first steel plate of the first angle steel, and the second I-shaped steel support beam is connected to the first steel plate of the second angle steel.

优选地,所述第一工字钢支撑梁通过第一螺栓与所述第一角钢的第一钢板连接;所述第二工字钢支撑梁通过第二螺栓与所述第二角钢的第一钢板连接。Preferably, the first I-shaped steel support beam is connected to the first steel plate of the first angle steel through a first bolt; the second I-shaped steel support beam is connected to the first steel plate of the second angle steel through a second bolt. Steel connection.

优选地,所述第三铁件为第三角钢,所述第四铁件为第四角钢;Preferably, the third iron piece is a third angle steel, and the fourth iron piece is a fourth angle steel;

所述第一角钢、所述第二角钢、所述第三角钢以及所述第四角钢围成了封闭四边形,所述第一角钢、所述第二角钢、所述第三角钢以及所述第四角钢的角均朝向内侧,The first angle steel, the second angle steel, the third angle steel and the fourth angle steel enclose a closed quadrilateral, and the first angle steel, the second angle steel, the third angle steel and the fourth angle steel The corners of the four-angle steel are all facing inward,

所述第三角钢和所述第四角钢均包括第一钢板和第二钢板,所述述第三角钢和所述第四角钢的第一钢板均与所述混凝土板平行。Both the third angle steel and the fourth angle steel include a first steel plate and a second steel plate, and the first steel plates of the third angle steel and the fourth angle steel are parallel to the concrete slab.

从上述技术方案可以看出,本实用新型将第一工字钢支撑梁、第二工字钢支撑梁以及混凝土板连接为有机整体,形成拼接式钢结构板。该拼接式钢结构板具有与建筑施工所获得的楼板一样的使用性能。本实用新型创造性地利用拼接式钢结构板代替传统的楼板,从而缩短了楼板的建筑施工周期,提高了施工效率,同时规避了施工现场建筑垃圾的产生,保护了环境,节约了建筑材料。It can be seen from the above technical solutions that the utility model connects the first I-steel support beam, the second I-steel support beam and the concrete slab into an organic whole to form a spliced steel structure slab. The spliced steel structural panel has the same performance as the floor slab obtained in building construction. The utility model creatively uses the spliced steel structure plate to replace the traditional floor, thereby shortening the building construction period of the floor, improving the construction efficiency, avoiding the generation of construction waste at the construction site, protecting the environment and saving building materials.

附图说明Description of drawings

为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据提供的附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description It is only an embodiment of the utility model, and those skilled in the art can also obtain other drawings according to the provided drawings without creative work.

图1为本实用新型一具体实施例提供的钢结构板的分解图;Fig. 1 is an exploded view of a steel structure panel provided by a specific embodiment of the present invention;

图2为本实用新型一具体实施例提供的钢结构板的剖视图;Fig. 2 is a cross-sectional view of a steel structure panel provided by a specific embodiment of the present invention;

图3为本实用新型一具体实施例提供的钢结构板的俯视图。Fig. 3 is a top view of a steel structure panel provided by a specific embodiment of the present invention.

其中,1为混凝土板、21为第一角钢、211为第一角钢的第一钢板、22为第二角钢、221为第二角钢的第一钢板、3为第一工字钢支撑梁、4为第二工字钢支撑梁、5为第一螺栓、6为第二螺栓。Among them, 1 is the concrete slab, 21 is the first angle steel, 211 is the first steel plate of the first angle steel, 22 is the second angle steel, 221 is the first steel plate of the second angle steel, 3 is the first I-beam support beam, 4 is the second I-beam support beam, 5 is the first bolt, and 6 is the second bolt.

具体实施方式detailed description

本实用新型提供了一种拼接式钢结构板,该拼接式钢结构板能够在工厂加工成型,且适合批量生产,从而缩短了楼板的建筑施工周期,提高了施工效率,同时规避了施工现场建筑垃圾的产生,保护了环境,节约了建筑材料。The utility model provides a spliced steel structure plate, which can be processed and formed in a factory, and is suitable for mass production, thereby shortening the building construction period of the floor slab, improving the construction efficiency, and avoiding the need for construction on the construction site. The generation of garbage protects the environment and saves building materials.

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型的一部分实施例,而不是全部的实施例。基于本实用新型的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的所有其它实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. Example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.

请参考图1-图3。在本实用新型一具体实施例中,拼接式钢结构板包括混凝土板1、第一工字钢梁3、第二工字钢梁4、第一铁件以及第二铁件。Please refer to Figure 1-Figure 3. In a specific embodiment of the present invention, the spliced steel structure panel includes a concrete slab 1 , a first I-shaped steel beam 3 , a second I-shaped steel beam 4 , a first iron piece and a second iron piece.

混凝土板具有四个边缘,分别为第一边缘、第二边缘、第三边缘以及第四边缘。其中,第一边缘和第二边缘位置相对、第三边缘和第四边缘位置相对。沿着混凝土板1的第一边缘和第二边缘分别预埋有第一铁件和第二铁件。沿着混凝土板1的第三边缘和第四边缘分别预埋有第三铁件和第四铁件。第一工字钢支撑梁3位于混凝土板1的一侧,且位于混凝土板1的下方,与第一铁件连接,也即实现了第一工字钢支撑梁3与混凝土板1的连接。该第一工字钢支撑梁3用于支撑混凝土板1。第二工字钢支撑梁4位于混凝土板1的另一侧,且位于混凝土板1的下方,与第二铁件连接,也即实现了第二工字钢支撑梁4与混凝土板1的连接。该第二工字钢支撑梁4也是用于支撑混凝土板1。第三铁件和第四铁件用于与主梁连接,从而实现拼接式钢结构板与主梁的连接。The concrete slab has four edges, namely a first edge, a second edge, a third edge and a fourth edge. Wherein, the first edge is opposite to the second edge, and the third edge is opposite to the fourth edge. A first iron piece and a second iron piece are pre-embedded along the first edge and the second edge of the concrete slab 1 respectively. A third iron piece and a fourth iron piece are embedded respectively along the third edge and the fourth edge of the concrete slab 1 . The first I-steel support beam 3 is located on one side of the concrete slab 1 and below the concrete slab 1 , and is connected with the first iron piece, which realizes the connection between the first I-steel support beam 3 and the concrete slab 1 . The first I-beam support beam 3 is used to support the concrete slab 1 . The second I-beam support beam 4 is located on the other side of the concrete slab 1, and is located below the concrete slab 1, and is connected with the second iron piece, that is, the connection between the second I-beam support beam 4 and the concrete slab 1 is realized. . The second I-beam support beam 4 is also used to support the concrete slab 1 . The third iron piece and the fourth iron piece are used to connect with the main beam, so as to realize the connection between the spliced steel structure plate and the main beam.

本实施例将第一工字钢支撑梁3、第二工字钢支撑梁4以及混凝土板1连接为有机整体,形成拼接式钢结构板。该拼接式钢结构板具有与建筑施工所获得的楼板一样的使用性能。本实施例创造性地利用拼接式钢结构板代替传统的楼板,从而缩短了楼板的建筑施工周期,提高了施工效率,同时规避了施工现场建筑垃圾的产生,保护了环境,节约了建筑材料。In this embodiment, the first I-shaped steel support beam 3 , the second I-shaped steel support beam 4 and the concrete slab 1 are connected into an organic whole to form a spliced steel structure slab. The spliced steel structural panel has the same performance as the floor slab obtained in building construction. This embodiment creatively replaces traditional floor slabs with spliced steel structural slabs, thereby shortening the construction period of the floor slabs, improving construction efficiency, avoiding the generation of construction waste at the construction site, protecting the environment, and saving building materials.

在本实用新型一具体实施例中,上述中的第一铁件优选为第一角钢21,第二铁件优选为第二角钢22。且第一角钢21和第二角钢22的放置方式为第一角钢21的角和第二角钢22的角相对,或者说第一角钢21的角和第二角钢22的角互相冲着,而不是背对背。角钢是由相互垂直的第一钢板和第二钢板连接而成。所以,第一角钢21和第二角钢22均包括第一钢板和第二钢板。第一角钢的第一钢板211和第二角钢的第一钢板221均与混凝土板1平行,那么第一角钢21和第二角钢22的第二钢板均与混凝土板1垂直。第一角钢的第一钢板211连接于第一工字钢支撑梁3上,第二角钢的第一钢板221连接于第二工字钢支撑梁4上。In a specific embodiment of the present utility model, the above-mentioned first iron piece is preferably the first angle steel 21 , and the second iron piece is preferably the second angle steel 22 . And the first angle steel 21 and the second angle steel 22 are placed in such a way that the angle of the first angle steel 21 is opposite to the angle of the second angle steel 22, or the angle of the first angle steel 21 and the second angle steel 22 face each other, rather than back to back. The angle steel is formed by connecting the first steel plate and the second steel plate perpendicular to each other. Therefore, both the first angle steel 21 and the second angle steel 22 include the first steel plate and the second steel plate. Both the first steel plate 211 of the first angle steel and the first steel plate 221 of the second angle steel are parallel to the concrete slab 1 , then the second steel plates of the first angle steel 21 and the second steel angle 22 are both perpendicular to the concrete slab 1 . The first steel plate 211 of the first angle steel is connected to the first I-steel support beam 3 , and the first steel plate 221 of the second angle steel is connected to the second I-steel support beam 4 .

进一步地,第一工字钢支撑梁3通过第一螺栓5与第一角钢的第一钢板211连接;第二工字钢支撑梁4通过第二螺栓6与第二角钢的第一钢板221连接。Further, the first I-beam support beam 3 is connected with the first steel plate 211 of the first angle steel through the first bolt 5; the second I-beam support beam 4 is connected with the first steel plate 221 of the second angle steel through the second bolt 6 .

在本实用新型一具体实施例中,上述中的第三铁件优选为第三角钢,第四铁件优选为第四角钢。第一角钢21、第二角钢22、第三角钢以及第四角钢围成了封闭四边形,第一角钢21、第二角钢22、第三角钢以及第四角钢的角均朝向内侧,或者说第三角钢和第四角钢的布置方式,与第一角钢21和第二角钢22的布置方式相同,即第三角钢的角和第四角钢的角相对。第三角钢和第四角钢也同样均包括第一钢板和的第二钢板,第三角钢和第四角钢的第一钢板与混凝土板1平行,第三角钢和第四角钢的第二钢板与混凝土板垂直。In a specific embodiment of the present utility model, the above-mentioned third iron piece is preferably a third angle steel, and the fourth iron piece is preferably a fourth angle steel. The first angle steel 21, the second angle steel 22, the third angle steel and the fourth angle steel form a closed quadrilateral, and the angles of the first angle steel 21, the second angle steel 22, the third angle steel and the fourth angle steel are all facing inward, or the third angle The arrangement of the steel and the fourth angle steel is the same as that of the first angle steel 21 and the second angle steel 22 , that is, the angle of the third angle steel is opposite to the angle of the fourth angle steel. The third angle steel and the fourth angle steel also include the first steel plate and the second steel plate, the first steel plate of the third angle steel and the fourth angle steel is parallel to the concrete slab 1, the second steel plate of the third angle steel and the fourth angle steel is parallel to the concrete The board is vertical.

对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本实用新型。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本实用新型的精神或范围的情况下,在其它实施例中实现。因此,本实用新型将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments enables those skilled in the art to realize or use the utility model. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to these embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims (4)

1. a spliced steel work plate, is characterized in that, comprising:
Concrete slab (1), be embedded with the first ironware and the second ironware respectively along the first edge of described concrete slab (1) and Second Edge edge, described first edge is relative with described second edge;
Be positioned at the side of described concrete slab (1), be connected with described first ironware, for supporting the first i iron brace summer (3) of described concrete slab (1);
Be positioned at the opposite side of described concrete slab (1), be connected with described second ironware, for supporting the second i iron brace summer (4) of described concrete slab (1), the 3rd edge and the 4th edge along described concrete slab (1) are embedded with the 3rd ironware for being connected with girder and the 4th ironware.
2. spliced steel work plate according to claim 1, it is characterized in that, described first ironware is the first angle steel (21), described second ironware is the second angle steel (22), and described first angle steel (21) is relative with the angle of described second angle steel (22);
Described first angle steel (21) and described second angle steel (22) include the first steel plate and the second steel plate, and first steel plate (211) of described first angle steel is all parallel with described concrete slab (1) with first steel plate (221) of described second angle steel;
Described first i iron brace summer (3) is connected with first steel plate (211) of described first angle steel, and described second i iron brace summer (4) is connected with first steel plate (221) of described second angle steel.
3. spliced steel work plate according to claim 2, is characterized in that, described first i iron brace summer (3) is connected with first steel plate (211) of described first angle steel by the first bolt (5); Described second i iron brace summer (4) is connected with first steel plate (221) of described second angle steel by the second bolt (6).
4. spliced steel work plate according to claim 2, is characterized in that,
Described 3rd ironware is triangular steel, and described 4th ironware is the 4th angle steel;
Described first angle steel (21), described second angle steel (22), described triangular steel and described 4th angle steel define closed quadrangle, the angle of described first angle steel (21), described second angle steel (22), described triangular steel and described 4th angle steel is all towards inner side
Described triangular steel and described 4th angle steel include the first steel plate and the second steel plate, described in state the first steel plate of triangular steel all parallel with described concrete slab (1) with the first steel plate of described 4th angle steel.
CN201520798617.2U 2015-10-15 2015-10-15 Concatenation formula steel construction board Expired - Lifetime CN205035948U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105803915A (en) * 2016-04-22 2016-07-27 成都聚智工业设计有限公司 Building construction beam plate structure
WO2019007229A1 (en) * 2017-07-05 2019-01-10 辰泰(广德)智能科技建筑有限公司 Floor slab system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105803915A (en) * 2016-04-22 2016-07-27 成都聚智工业设计有限公司 Building construction beam plate structure
WO2019007229A1 (en) * 2017-07-05 2019-01-10 辰泰(广德)智能科技建筑有限公司 Floor slab system

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