CN202194246U - Ultra-thin-wall steel structure column and horizontal beam connector and its connection structure - Google Patents

Ultra-thin-wall steel structure column and horizontal beam connector and its connection structure Download PDF

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CN202194246U
CN202194246U CN2011202689805U CN201120268980U CN202194246U CN 202194246 U CN202194246 U CN 202194246U CN 2011202689805 U CN2011202689805 U CN 2011202689805U CN 201120268980 U CN201120268980 U CN 201120268980U CN 202194246 U CN202194246 U CN 202194246U
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plug
horizontal beam
connector
seat board
ultra
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刘尚蔚
张树珺
康迎宾
卢薇
缪青海
魏群
孙茂军
张搴
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North China University of Water Resources and Electric Power
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North China University of Water Resources and Electric Power
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Abstract

A connecting piece and connecting structure of an ultrathin-wall steel structural upright column and a horizontal beam comprise a seat plate and a plug, wherein at least one group of corresponding vertical surfaces of the plug is provided with a hoop platform, and the plug is fixedly connected to the middle part of the seat plate; the connecting structure comprises a hollow upright post, a horizontal beam and the connecting piece, wherein a seat plate of the connecting piece is connected to the surface of the horizontal beam, the end part of the hollow upright post is sleeved on a plug of the connecting piece, a hooping steel strip is arranged at the height position, corresponding to a hooping platform on the connecting plug, outside the hollow upright post, and the lower end part of the hollow upright post is hooped on the plug of the connecting piece through the hooping steel strip. The utility model discloses a connecting piece and connection structure thereof through set up the hoop platform on the connecting piece, adopts the tip hoop that cramps the steel band with hollow stand to connect on this connecting piece, and the connecting piece lower part passes through the bedplate to link together with the floorbar, has realized being connected of hollow stand and floorbar and ground basis, and its mounting means is simple, and is practical, and convenient operation is quick, can practice thrift cost and man-hour by a wide margin.

Description

超薄壁钢结构立柱与水平梁连接件及其连接结构Ultra-thin-wall steel structure column and horizontal beam connector and its connection structure

技术领域 technical field

    本实用新型涉及超薄壁钢结构的技术领域,特别是涉及一种超薄壁钢结构立柱与水平梁连接件及其连接结构。  The utility model relates to the technical field of ultra-thin-walled steel structures, in particular to an ultra-thin-walled steel structure column and horizontal beam connector and its connection structure. the

背景技术 Background technique

改革开放以来,我国住宅建设发展很快,随着人口增长和城市化进程的加快、人们生活水平的提高以及国民经济的发展,引发并刺激了对住宅结构体系多元化的巨大需求。而我国传统的砖石住宅结构体系具有高投入、高消耗、高污染的落后增长方式与低工效、低功能、低质量的生产局面,已不能满足多样化的市场需求和建筑“可持续发展”的时代主题。传统的住房有很多弊病: Since the reform and opening up, my country's housing construction has developed rapidly. With the acceleration of population growth and urbanization, the improvement of people's living standards and the development of the national economy, a huge demand for the diversification of housing structure systems has been triggered and stimulated. However, my country's traditional masonry residential structure system has a backward growth mode of high investment, high consumption, and high pollution, and a production situation of low efficiency, low function, and low quality, which can no longer meet the diverse market needs and "sustainable development" of buildings. theme of the times. Traditional housing has many disadvantages:

首先在住宅设计方面存在如下问题: First of all, there are the following problems in residential design:

住户对所分配的住房很难满意。因为他们选择的主动性和多样化不能得到充分满足。大多数的购房者只解决了居住问题,对商品房本身的布置、功能、质量、价格等诸多方面总不太满意,因为可供选择的太少。 Households are hardly satisfied with the housing they have been allocated. Because the initiative and variety of their choices cannot be fully satisfied. Most house buyers have only solved the living problem, and are not satisfied with the layout, function, quality, price and many other aspects of the commercial housing itself, because there are too few choices.

其次在住宅施工方面存在如下问题: Secondly, there are the following problems in residential construction:

传统的住宅施工技术已经远远落后了。其缺点很多:建筑工人劳动强度大,生产效率低,施工速度慢,建设周期长,材料消耗多……等,这一系列的问题已远远不能适应现代社会对住宅的需求。因此,要使建筑工业适应现代化的需要,就得开创新路,废除秦砖汉瓦,采用新型建材,用新技术建房。 Traditional residential construction techniques have fallen far behind. It has many disadvantages: construction workers have high labor intensity, low production efficiency, slow construction speed, long construction period, high material consumption... etc. These series of problems are far from meeting the needs of modern society for housing. Therefore, in order to adapt the construction industry to the needs of modernization, it is necessary to create a new path, abolish Qin bricks and Han tiles, adopt new building materials, and use new technologies to build houses.

随着近年来新农村建设的迅速发展,对新型结构的房屋需求不断增长,逐渐也改变了传统的观念,钢结构住房也逐渐在农村发展开来,现有的钢结构住房体系结构比较笨重,施工周期比较长,成本较高,不利于其推广应用,实用新型人在去年申请了超薄壁钢结构单体型材和组合型材及其超薄壁钢结构房的实用新型专利中提出了一种新型的钢结构住房体系,本专利申请就是为了配套解决上述专利的快速安装的问题。  With the rapid development of new rural construction in recent years, the demand for houses with new structures has continued to grow, and the traditional concept has gradually changed. Steel structure houses have gradually developed in rural areas. The existing steel structure house system is relatively heavy. The construction period is relatively long and the cost is high, which is not conducive to its popularization and application. The utility modeler proposed a new type of steel structure in the utility model patent for the ultra-thin-walled steel structure single profile and composite profile and its ultra-thin-walled steel structure room last year. Housing system, this patent application is exactly to solve the problem of fast installation of above-mentioned patent supportingly. the

实用新型内容 Utility model content

本实用新型的目的是为了解决上述问题,提供一种超薄壁钢结构立柱与水平梁连接件及其连接结构。 The purpose of the utility model is to solve the above-mentioned problems, and provide an ultra-thin-walled steel structure column and horizontal beam connector and its connection structure.

本实用新型的技术方案是:一种超薄壁钢结构立柱与水平梁连接件,该连接件含有座板,插头,所述的插头的至少一组对应的立面设有箍台,所述的插头固定连接在座板的中部。 The technical scheme of the utility model is: a connecting piece between an ultra-thin-walled steel structure column and a horizontal beam, the connecting piece includes a seat plate and a plug, at least one group of corresponding facades of the plug is provided with a hoop, and the plug Fixedly connected in the middle of the seat plate.

所述的插头含有两个对应的立板和顶帽,所述的两个立板、顶帽及座板均为槽型钢,两个立柱的槽型相对应布置,顶帽扣装在两个立板的上端,座板扣装在两个立板的下端,顶帽的边沿和座板的边沿之间形成所述的箍台;所述的立板与顶帽、座板之间通过焊接连接固定。 The plug contains two corresponding vertical plates and top caps. The two vertical plates, top caps and seat plates are all channel-shaped steel, and the groove shapes of the two columns are arranged correspondingly. The upper end of the vertical plate, the seat plate is fastened to the lower end of the two vertical plates, and the hoop platform is formed between the edge of the top hat and the edge of the seat plate; the vertical plate, the top hat, and the seat plate are welded The connection is fixed.

所述的顶帽和立板的中部设有匹配的减重孔。 Matching lightening holes are provided in the middle of the top hat and the vertical plate.

在插头两侧的座板上分别设有螺栓孔。 Bolt holes are respectively arranged on the seat plates on both sides of the plug.

一种超薄壁钢结构立柱与水平梁连接结构,含有空心立柱,水平梁,前面所述的连接件,所述的连接件的座板连接在水平梁表面,所述的空心立柱端部套装在连接件的插头上,在空心立柱外部与连接插头上的箍台对应的高度位置设有箍紧钢带,该箍紧钢带将空心立柱下端部箍扎在连接件的插头上。 A connection structure between an ultra-thin-walled steel structure column and a horizontal beam, comprising a hollow column, a horizontal beam, and the aforementioned connecting piece, the seat plate of the connecting piece is connected to the surface of the horizontal beam, and the end of the hollow column is sleeved on the connecting piece On the plug of the piece, a tightening steel belt is provided on the outside of the hollow column at a height corresponding to the hoop platform on the connecting plug, and the tightening steel belt binds the lower end of the hollow column to the plug of the connecting piece.

所述的箍紧钢带的宽度与连接件的插头上的箍台的宽度匹配;所述的连接件的插头含有两个对应的立板和顶帽,所述的两个立板、顶帽及座板均为槽型钢,两个立柱的槽型相对应布置,顶帽扣装在两个立板的上端,座板扣装在两个立板的下端,顶帽的边沿和座板的边沿之间形成所述的箍台;所述的立板与顶帽、座板之间通过焊接连接固定。 The width of the clamping steel band matches the width of the hoop platform on the plug of the connector; the plug of the connector contains two corresponding vertical plates and top caps, and the two vertical plates and top caps Both the seat plate and the seat plate are channel-shaped steel, and the channel shapes of the two columns are arranged correspondingly. The hoop platform is formed between the edges; the vertical plate, the top hat and the seat plate are fixed by welding.

所述的顶帽和立板的中部设有匹配的减重孔。  Matching lightening holes are provided in the middle of the top hat and the vertical plate. the

在插头两侧的座板上分别设有螺栓孔,并安装有地脚螺栓。 Bolt holes are respectively arranged on the seat plates on both sides of the plug, and anchor bolts are installed.

 本实用新型的有益效果 Beneficial effects of the utility model

本实用新型的连接件及其连接结构,通过在连接件上设置箍台,采用箍紧钢带将空心立柱的端部箍接在该连接件上,连接件下部通过座板与底梁连接在一起, 实现了空心立柱与底梁及地面基础的连接,其安装方式简单,实用,操作方便,快速,能够大幅度节约成本和工时。 In the connecting piece and its connecting structure of the utility model, by setting a hoop platform on the connecting piece, the end of the hollow column is hooped on the connecting piece by using a clamping steel belt, and the lower part of the connecting piece is connected with the bottom beam through the seat plate. At the same time, the connection between the hollow column, the bottom beam and the ground foundation is realized. The installation method is simple, practical, convenient and fast to operate, and can greatly save costs and man-hours.

本实用新型的连接件的两个立板、顶帽及座板均为槽型钢,这样使原材料单一化,便于加工制造,降低制造成本。 The two vertical plates, the top cap and the seat plate of the connector of the utility model are all channel-shaped steel, so that the raw materials are simplified, which is convenient for processing and manufacturing, and reduces the manufacturing cost.

本实用新型的连接件的顶帽和立板的中部设有匹配的减重孔,能够进一步的减轻该连接件的自重,从而能够减轻房屋的自重。 The top cap of the connector of the utility model and the middle part of the vertical plate are provided with matching lightening holes, which can further reduce the dead weight of the connector, thereby reducing the dead weight of the house.

附图说明 Description of drawings

图1为该超薄壁钢结构立柱与水平梁连接件的结构示意图之一; Fig. 1 is one of the structural representations of the ultra-thin-wall steel structure column and horizontal beam connector;

图2为该超薄壁钢结构立柱与水平梁连接结构的示意图之一; Fig. 2 is one of the schematic diagrams of the connection structure between the ultra-thin-walled steel structure column and the horizontal beam;

图3为该超薄壁钢结构立柱与水平梁连接件的结构示意图之二; Fig. 3 is the second structural diagram of the ultra-thin-wall steel structure column and horizontal beam connector;

图4为该超薄壁钢结构立柱与水平梁连接结构的示意图之二。 Fig. 4 is the second schematic diagram of the connection structure between the column and the horizontal beam of the ultra-thin-walled steel structure.

具体实施方式 Detailed ways

参见图1-图4,图中1.座板、2.顶帽、3.立板、4.箍台、5.减重孔、6.螺栓孔、101.立柱、102.箍紧钢带、103.水平梁、104.连接件、105.地脚螺栓,其中103-1.下水平梁、103-2.上水平梁。 See Figure 1-Figure 4, in the figure 1. seat plate, 2. top hat, 3. vertical plate, 4. hoop platform, 5. weight reduction hole, 6. bolt hole, 101. column, 102. hoop steel belt , 103. Horizontal beam, 104. Connector, 105. Anchor bolt, wherein 103-1. Lower horizontal beam, 103-2. Upper horizontal beam.

实施例一:图1,图中一种超薄壁钢结构立柱与水平梁连接件,该连接件含有座板,插头,所述的插头的至少一组对应的立面设有箍台,所述的插头固定连接在座板的中部。 Embodiment 1: Fig. 1, a kind of ultra-thin-walled steel structure column and horizontal beam connecting piece in the picture, this connecting piece includes seat board, plug, at least one group of corresponding facades of the plug is provided with hoop platform, described The plug is fixedly connected to the middle part of the seat plate.

所述的插头含有两个对应的立板和顶帽,所述的两个立板、顶帽及座板均为槽型钢,两个立柱的槽型相对应布置,顶帽扣装在两个立板的上端,座板扣装在两个立板的下端,顶帽的边沿和座板的边沿之间形成所述的箍台;所述的立板与顶帽、座板之间通过焊接连接固定。 The plug contains two corresponding vertical plates and top caps. The two vertical plates, top caps and seat plates are all channel-shaped steel, and the groove shapes of the two columns are arranged correspondingly. The upper end of the vertical plate, the seat plate is fastened to the lower end of the two vertical plates, and the hoop platform is formed between the edge of the top hat and the edge of the seat plate; the vertical plate, the top hat, and the seat plate are welded The connection is fixed.

所述的顶帽和立板的中部设有匹配的减重孔。 Matching lightening holes are provided in the middle of the top hat and the vertical plate.

实施例二:参见图1-图2,图中一种超薄壁钢结构立柱与水平梁连接结构,含有空心立柱,水平梁,前面所述的连接件,所述的连接件的座板连接在水平梁表面,所述的空心立柱端部套装在连接件的插头上,在空心立柱外部与连接插头上的箍台对应的高度位置设有箍紧钢带,该箍紧钢带将空心立柱下端部箍扎在连接件的插头上。 Embodiment 2: Refer to Fig. 1-Fig. 2, a connection structure of an ultra-thin-walled steel structure column and a horizontal beam in the figure, including a hollow column, a horizontal beam, and the connectors mentioned above, and the seat plates of the connectors are connected in a horizontal On the surface of the beam, the end of the hollow column is sleeved on the plug of the connector, and a tightening steel belt is arranged on the outside of the hollow column at a height corresponding to the hoop platform on the connecting plug, and the tightening steel belt connects the lower end of the hollow column The hoop is attached to the plug of the connector.

所述的箍紧钢带的宽度与连接件的插头上的箍台的宽度匹配;所述的连接件的插头含有两个对应的立板和顶帽,所述的两个立板、顶帽及座板均为槽型钢,两个立柱的槽型相对应布置,顶帽扣装在两个立板的上端,座板扣装在两个立板的下端,顶帽的边沿和座板的边沿之间形成所述的箍台;所述的立板与顶帽、座板之间通过焊接连接固定。 The width of the clamping steel band matches the width of the hoop platform on the plug of the connector; the plug of the connector contains two corresponding vertical plates and top caps, and the two vertical plates and top caps Both the seat plate and the seat plate are channel-shaped steel, and the channel shapes of the two columns are arranged correspondingly. The hoop platform is formed between the edges; the vertical plate, the top hat and the seat plate are fixed by welding.

所述的顶帽和立板的中部设有匹配的减重孔。  Matching lightening holes are provided in the middle of the top hat and the vertical plate. the

实施例三:参见图3,图中一种超薄壁钢结构立柱与水平梁连接件,该连接件含有座板,插头,所述的插头的至少一组对应的立面设有箍台,所述的插头固定连接在座板的中部。 Embodiment 3: Referring to Fig. 3, a connecting piece of an ultra-thin-walled steel structure column and a horizontal beam includes a seat plate and a plug. The plug is fixedly connected to the middle part of the seat plate.

所述的插头含有两个对应的立板和顶帽,所述的两个立板、顶帽及座板均为槽型钢,两个立柱的槽型相对应布置,顶帽扣装在两个立板的上端,座板扣装在两个立板的下端,顶帽的边沿和座板的边沿之间形成所述的箍台;所述的立板与顶帽、座板之间通过焊接连接固定。 The plug contains two corresponding vertical plates and top caps. The two vertical plates, top caps and seat plates are all channel-shaped steel, and the groove shapes of the two columns are arranged correspondingly. The upper end of the vertical plate, the seat plate is fastened to the lower end of the two vertical plates, and the hoop platform is formed between the edge of the top hat and the edge of the seat plate; the vertical plate, the top hat, and the seat plate are welded The connection is fixed.

所述的顶帽和立板的中部设有匹配的减重孔。 Matching lightening holes are provided in the middle of the top hat and the vertical plate.

在插头两侧的座板上分别设有螺栓孔。 Bolt holes are respectively arranged on the seat plates on both sides of the plug.

实施例四:参见图3-图4,图中一种超薄壁钢结构立柱与水平梁连接结构,含有空心立柱,水平梁,前面所述的连接件,所述的连接件的座板连接在水平梁表面,所述的空心立柱端部套装在连接件的插头上,在空心立柱外部与连接插头上的箍台对应的高度位置设有箍紧钢带,该箍紧钢带将空心立柱下端部箍扎在连接件的插头上。 Embodiment 4: Refer to Fig. 3-Fig. 4, a connection structure of an ultra-thin-walled steel structure column and a horizontal beam in the figure, including a hollow column, a horizontal beam, and the connectors mentioned above, and the seat plates of the connectors are connected in a horizontal On the surface of the beam, the end of the hollow column is sleeved on the plug of the connector, and a tightening steel belt is arranged on the outside of the hollow column at a height corresponding to the hoop platform on the connecting plug, and the tightening steel belt connects the lower end of the hollow column The hoop is attached to the plug of the connector.

所述的箍紧钢带的宽度与连接件的插头上的箍台的宽度匹配;所述的连接件的插头含有两个对应的立板和顶帽,所述的两个立板、顶帽及座板均为槽型钢,两个立柱的槽型相对应布置,顶帽扣装在两个立板的上端,座板扣装在两个立板的下端,顶帽的边沿和座板的边沿之间形成所述的箍台;所述的立板与顶帽、座板之间通过焊接连接固定。 The width of the clamping steel band matches the width of the hoop platform on the plug of the connector; the plug of the connector contains two corresponding vertical plates and top caps, and the two vertical plates and top caps Both the seat plate and the seat plate are channel-shaped steel, and the channel shapes of the two columns are arranged correspondingly. The hoop platform is formed between the edges; the vertical plate, the top hat and the seat plate are fixed by welding.

所述的顶帽和立板的中部设有匹配的减重孔。  Matching lightening holes are provided in the middle of the top hat and the vertical plate. the

在插头两侧的座板上分别设有螺栓孔,并安装有地脚螺栓。  Bolt holes are respectively arranged on the seat plates on both sides of the plug, and anchor bolts are installed. the

Claims (8)

1. ultra-thin-wall steel work column and horizontal beam connector, this connector contains seat board, and plug is characterized in that: at least one group of corresponding facade of described plug is provided with the hoop platform, and described plug is fixedly connected on the middle part of seat board.
2. ultra-thin-wall steel work column according to claim 1 and horizontal beam connector; It is characterized in that: described plug contains the riser and the top cap of two correspondences; Described two risers, top cap and seat board are U-steel, the corresponding layout of the grooved of two columns, and top cap spiral-lock is in the upper end of two risers; The seat board spiral-lock forms described hoop platform in the lower end of two risers between the edge of top cap and the edge of seat board; Fixing between described riser and top cap, the seat board through being welded to connect.
3. ultra-thin-wall steel work column according to claim 2 and horizontal beam connector is characterized in that: the middle part of described top cap and riser is provided with the lightening hole of coupling.
4. ultra-thin-wall steel work column according to claim 1 and horizontal beam connector is characterized in that: on the seat board of plug both sides, be respectively equipped with bolt hole.
5. ultra-thin-wall steel work column and horizontal beam syndeton; Contain hollow column, horizontal beam, the described connector of claim 1; It is characterized in that: the seat board of described connector is connected the horizontal beam surface; Described hollow post end is sleeved on the plug of connector, hollow column outside with attachment plug on the corresponding height and position of hoop platform be provided with the banding steel band, this banding steel band binds round bundle on the plug of connector with hollow column lower end portion.
6. ultra-thin-wall steel work column according to claim 5 and horizontal beam syndeton is characterized in that: the width coupling of the hoop platform on the width of described banding steel band and the plug of connector; The plug of described connector contains the riser and the top cap of two correspondences; Described two risers, top cap and seat board are U-steel; The corresponding layout of the grooved of two columns; Top cap spiral-lock is in the upper end of two risers, and the seat board spiral-lock forms described hoop platform in the lower end of two risers between the edge of top cap and the edge of seat board; Fixing between described riser and top cap, the seat board through being welded to connect.
7. ultra-thin-wall steel work column according to claim 6 and horizontal beam syndeton is characterized in that: the middle part of described top cap and riser is provided with the lightening hole of coupling.
8. ultra-thin-wall steel work column according to claim 6 and horizontal beam syndeton is characterized in that: on the seat board of plug both sides, be respectively equipped with bolt hole, and stone bolt is installed.
CN2011202689805U 2011-07-27 2011-07-27 Ultra-thin-wall steel structure column and horizontal beam connector and its connection structure Expired - Lifetime CN202194246U (en)

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CN2011202689805U CN202194246U (en) 2011-07-27 2011-07-27 Ultra-thin-wall steel structure column and horizontal beam connector and its connection structure

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102304945A (en) * 2011-07-27 2012-01-04 华北水利水电学院 Adapting piece of ultrathin wall steel structure stand column and horizontal beam and connection structure thereof
CN104141350A (en) * 2014-07-31 2014-11-12 上海都市绿色工程有限公司 Detachable type cross beam connector

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102304945A (en) * 2011-07-27 2012-01-04 华北水利水电学院 Adapting piece of ultrathin wall steel structure stand column and horizontal beam and connection structure thereof
CN102304945B (en) * 2011-07-27 2013-06-26 华北水利水电学院 Ultra-thin-wall steel structure column and horizontal beam connector and its connection structure
CN104141350A (en) * 2014-07-31 2014-11-12 上海都市绿色工程有限公司 Detachable type cross beam connector

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