CN207749908U - A kind of enclosure wall of full assembly lightweight steel construction - Google Patents

A kind of enclosure wall of full assembly lightweight steel construction Download PDF

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Publication number
CN207749908U
CN207749908U CN201721339317.3U CN201721339317U CN207749908U CN 207749908 U CN207749908 U CN 207749908U CN 201721339317 U CN201721339317 U CN 201721339317U CN 207749908 U CN207749908 U CN 207749908U
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prefabricated
wall
column
foundation
sides
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杨松
杨晓
杨超
卢安清
罗红旭
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Shenzhen Guangshengda Construction Co Ltd
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Shenzhen Guangshengda Construction Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20Posts therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20Posts therefor
    • E04H17/22Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Fencing (AREA)

Abstract

The utility model discloses a kind of enclosure walls of full assembly lightweight steel construction;The enclosure wall is made of the interconnection of multiple repetitive units, and each repetitive unit includes prefabricated column foundation, prefabricated foundation of wall, prefabricated post, prefabricated panel, prefabricated bolumn cap and dry wall eaves;Prefabricated foundation of wall longitudinal middle part is equipped with card slot;One end face of prefabricated post is equipped with vertical card slot;Prefabricated column foundation and dry wall basis instrument are on smooth good foundation pit bottom surface;Prefabricated foundation of wall both ends are connected with prefabricated column foundation respectively;Prefabricated post is connect with prefabricated column foundation;The column of prefabricated panel both sides is stuck in the card slot of two prefabricated posts, and prefabricated panel is stuck in the card slot of prefabricated foundation of wall.The utility model can substitute the bounding wall system of current situ wet operation method construction, and intensity and toughness can be compared with current well accepted stone brick wall fence or enclosure of concrete, and the utility model effectively shortens the construction period under the premise of ensureing that safety is beautiful, reduces waste.

Description

一种全装配轻钢结构的围墙A fence wall with fully assembled light steel structure

技术领域technical field

本实用新型涉及一种围墙,特别是涉及一种全装配轻钢结构的围墙,属于建筑工程领域。The utility model relates to a surrounding wall, in particular to a fully assembled light steel structure surrounding wall, which belongs to the field of construction engineering.

背景技术Background technique

围墙是指一种竖直向的空间隔断结构,用来围合、隔离或保护某一区域,一般采用木材、石砖、混凝土、金属等材料构筑而成。目前广为接受的是石砖围墙和混凝土围墙。A fence refers to a vertical space partition structure used to enclose, isolate or protect a certain area, and is generally constructed of wood, stone bricks, concrete, metal and other materials. Currently widely accepted are stone brick fences and concrete fences.

围墙系统除了包括竖直向的墙体结构,还包括基础、围墙开口的门房等。In addition to the vertical wall structure, the fence system also includes the foundation, the gatehouse of the fence opening, etc.

一般围墙系统由柱基础、墙基础、柱、墙、柱帽、墙檐等组成,在不同的围墙系统中以不同型式出现,也可能没有:比如在临时性的轻型围墙系统中,可以没有墙基础;某些围墙系统中,没有墙檐、或者没有柱帽等。The general wall system is composed of column foundation, wall foundation, column, wall, column cap, wall eaves, etc., which appear in different types in different wall systems, or there may be no: for example, in a temporary light wall system, there may be no wall Foundation; in some wall systems, there is no cornice, or column cap, etc.

实际工程中,围墙系统一般采用木材、石砖、混凝土、金属等材料构筑而成。目前的围墙系统存在如下问题:In actual engineering, the wall system is generally constructed of wood, stone bricks, concrete, metal and other materials. The current fence system has the following problems:

1、木材围墙受材料强度低、原材料供应较少等原因的影响,难以大量推广。在易受台风影响的地区,木质围墙很容易受风灾破坏。如果将其开洞减小风的影响,又影响了作为围墙的遮蔽效果,所以木材围墙应用受限。1. Due to the low strength of materials and less supply of raw materials, it is difficult to popularize timber fences in large quantities. In areas prone to typhoons, wooden fences are easily damaged by wind damage. If it is opened to reduce the influence of wind, it will also affect the shielding effect as a fence, so the application of timber fences is limited.

2、石砖围墙砌筑速度较慢。为了减小砌筑灰缝被压缩产生的不均匀沉降,石砖围墙不能一次性砌筑到顶,需要每砌筑1m高左右就暂停,等灰缝干硬有了强度之后才能向上继续砌筑。这就使石砖围墙砌筑速度大大减缓,且需要耗费大量人工。石砖围墙拆除时会产生很多建筑垃圾,清运时也会耗费大量人工,还有处理建筑垃圾的压力。2. The masonry speed of stone brick wall is slow. In order to reduce the uneven settlement caused by the compression of the masonry mortar joints, the stone brick wall cannot be built to the top at one time, and it is necessary to stop every 1m of the masonry, and continue to build upwards after the mortar joints dry and harden and gain strength. This greatly slows down the speed of building stone brick walls, and requires a lot of labor. A lot of construction waste will be generated when the stone brick fence is demolished, and it will also consume a lot of labor when cleaning and transporting, and there will be pressure to deal with the construction waste.

3、混凝土围墙施工速度慢,因为涉及到支模板、绑扎钢筋、浇筑混凝土、混凝土养护等一系列工作。所以,采用混凝土围墙的施工速度较慢,且耗费大量人工和材料。混凝土围墙拆除时会产生很多建筑垃圾,清运时也会耗费大量人工,还有处理建筑垃圾的压力。3. The construction speed of the concrete fence is slow, because it involves a series of work such as supporting formwork, binding steel bars, pouring concrete, and concrete curing. Therefore, the construction speed of the concrete fence is relatively slow, and it consumes a lot of labor and materials. When the concrete fence is demolished, a lot of construction waste will be generated, and it will also consume a lot of labor when cleaning and transporting, and there will be pressure to deal with the construction waste.

4、金属围墙目前一般用作临时、小型的围墙,采用现场浇筑混凝土基础,金属构件之间采用现场焊接或螺栓等方式连接,金属构件可部分实现循环利用。现有的金属围墙基本都是以单一的金属板材为墙体,由多块金属板材拼接形成围墙的墙体,除了基础为现场浇筑,施工速度较慢之外,目前的金属围墙在基础之上的安装速度也是比较快的。但由于构成墙体的单一金属构件截面较小,目前的金属围墙一般做得比较轻薄,通常在金属板材上要开设多个通风孔,使金属围墙内外通透,且高度较小,否则围墙在风荷载较大的情况下变形很明显;因此,现有的金属围墙只能被用作临时、小型的围墙使用,不能与被广为接受的石砖围墙、混凝土围墙相比。4. At present, metal fences are generally used as temporary and small-scale fences. The concrete foundation is cast on site, and the metal components are connected by on-site welding or bolts. The metal components can be partially recycled. The existing metal fences basically use a single metal plate as the wall, and the walls of the wall are formed by splicing multiple metal plates. Except that the foundation is cast on site and the construction speed is slow, the current metal fence is based on the foundation. The installation speed is also relatively fast. However, due to the small cross-section of the single metal component that constitutes the wall, the current metal fence is generally made lighter and thinner. Usually, multiple ventilation holes are opened on the metal plate to make the metal fence transparent inside and outside, and the height is small, otherwise the fence will be in the air. The deformation is obvious under the condition of large wind load; therefore, the existing metal fence can only be used as a temporary, small-scale fence and cannot be compared with the widely accepted stone brick fence and concrete fence.

实用新型内容Utility model content

本实用新型的目的就是为克服现有技术现有围墙系统的不足,提供一种墙体与现有的混凝土围墙高度相同,不通透,可实现材料全部回收,墙体强度大的全装配轻钢结构的围墙及组装方法,有效减少施工工期,减少材料浪费。The purpose of this utility model is to overcome the deficiencies of the existing wall system in the prior art, and provide a fully assembled light-weight wall with the same height as the existing concrete wall, which is impermeable, can realize all materials recovery, and has high wall strength. The fence and assembly method of the steel structure can effectively reduce the construction period and reduce the waste of materials.

本实用新型的目的通过下述方法实现:The purpose of this utility model is achieved by the following methods:

一种全装配轻钢结构的围墙,其特征在于,由多个重复单元相互连接组成,每个重复单元包括预制柱基础、预制墙基础、预制柱、预制墙板、预制柱帽和预制墙檐;预制墙基础纵向中部设有卡槽;预制柱的一个端面设有竖向卡槽;预制墙板包括立柱、横梁、斜撑和面板;立柱有多根,两根立柱分别设置在两侧,至少一根立柱设置在两侧的立柱中间,横梁有多根,两根横梁分别设置在上下两侧,至少一根横梁设置在上下两侧横梁之间;横梁和立柱连接;斜撑设置在两根横梁和两根立柱形成的四边形的对顶角之间;预制柱基础和预制墙基础设置于平整好的基坑底面上;预制墙基础两端分别和预制柱基础连接;预制柱与预制柱基础连接;预制墙板两侧的立柱卡在两预制柱的卡槽内,预制墙板卡在预制墙基础的卡槽内,预制墙板的顶部设有预制墙檐,预制柱顶部设有预制柱帽,预制墙檐两端分别与预制柱帽连接;立柱、横梁和斜撑均为冷弯薄壁型钢构件,面板设置在立柱、横梁和斜撑构成的平面两侧。A fence of fully assembled light steel structure is characterized in that it consists of multiple repeating units connected to each other, and each repeating unit includes prefabricated column foundations, prefabricated wall foundations, prefabricated columns, prefabricated wall panels, prefabricated column caps and prefabricated wall eaves There is a card slot in the longitudinal middle of the prefabricated wall foundation; a vertical card slot is provided on one end of the prefabricated column; the prefabricated wall panel includes columns, beams, diagonal braces and panels; there are multiple columns, and two columns are arranged on both sides, At least one column is set in the middle of the columns on both sides, there are multiple beams, the two beams are respectively set on the upper and lower sides, and at least one beam is set between the upper and lower beams; the beam and the column are connected; Between the opposite corners of the quadrilateral formed by the root beam and two columns; the prefabricated column foundation and the prefabricated wall foundation are set on the flat bottom of the foundation pit; the two ends of the prefabricated wall foundation are respectively connected with the prefabricated column foundation; Foundation connection; the columns on both sides of the prefabricated wall panels are stuck in the slots of the two prefabricated columns, the prefabricated wall panels are stuck in the slots of the prefabricated wall foundation, the top of the prefabricated wall panels is provided with prefabricated wall eaves, and the top of the prefabricated columns is provided with prefabricated Column caps, the two ends of the prefabricated wall eaves are respectively connected with the prefabricated column caps; the columns, beams and diagonal braces are all cold-formed thin-walled steel components, and the panels are arranged on both sides of the plane formed by the columns, beams and diagonal braces.

为进一步实现本实用新型目的,优选地,所述预制墙板4的高为2.5m~3m,长度为3m~4m。In order to further realize the purpose of the utility model, preferably, the height of the prefabricated wall panel 4 is 2.5m-3m, and the length is 3m-4m.

优选地,所述预制柱基础和预制墙基础为混凝土成型或采用金属材料;预制柱、预制柱帽、预制墙檐均以轻钢构件作为龙骨,外覆饰面板。Preferably, the prefabricated column foundation and the prefabricated wall foundation are formed of concrete or metal materials; the prefabricated columns, prefabricated column caps, and prefabricated wall eaves are all made of light steel components as keels, and covered with decorative panels.

优选地,所述预制墙板包括四根立柱、三根横梁和四根斜撑;两根立柱分别设置在两侧,两根立柱均匀设置在两侧的立柱中间;两根横梁分别设置在上下两侧,一根横梁设置在上下两侧横梁中间;四根斜撑分别设置在两根横梁和两根立柱形成的四角上。Preferably, the prefabricated wall panels include four columns, three beams and four diagonal braces; two columns are respectively arranged on both sides, and two columns are evenly arranged in the middle of the columns on both sides; two beams are respectively arranged on the upper and lower sides. On the side, a beam is set in the middle of the beams on the upper and lower sides; four diagonal braces are respectively set on the four corners formed by the two beams and the two columns.

优选地,所述预制墙板包括7根立柱、4根横梁和16根斜撑;两根立柱分别设置在两侧,5根立柱设置在两侧的立柱中间,中间一根立柱设置在两侧的立柱正中部,中间立柱左右各设两根立柱;两根横梁分别设置在上下两侧,另外两根横梁设置在上下两侧横梁中间,中间两根横梁之间间隔较大;中间立柱与中间两根横梁连接处断开;16根斜撑分别设置在任意两根横梁和两根立柱形成四方形的对顶角上。Preferably, the prefabricated wall panels include 7 columns, 4 beams and 16 diagonal braces; two columns are arranged on both sides, 5 columns are arranged in the middle of the columns on both sides, and the middle column is arranged on both sides In the middle of the column, there are two columns on the left and right of the middle column; two beams are set on the upper and lower sides respectively, and the other two beams are set in the middle of the upper and lower beams, and the distance between the middle two beams is relatively large; the middle column and the middle The joints of the two beams are disconnected; 16 diagonal braces are respectively arranged on the opposite corners of the square formed by any two beams and two columns.

优选地,所述预制柱的底部与预制柱基础的顶部通过螺栓连接。Preferably, the bottom of the prefabricated column is connected to the top of the prefabricated column foundation by bolts.

优选地,所述预制墙板的底边与预制墙基础的顶面通过螺栓连接。Preferably, the bottom edge of the prefabricated wall panel is connected to the top surface of the prefabricated wall foundation by bolts.

优选地,所述预制墙檐通过螺栓与预制墙板的顶部连接;预制墙檐的两端通过螺栓与预制柱连接。Preferably, the prefabricated wall eaves are connected to the top of the prefabricated wall panels through bolts; the two ends of the prefabricated wall eaves are connected to the prefabricated columns through bolts.

优选地,所述预制柱帽通过螺栓与预制柱的顶部连接。Preferably, the prefabricated column cap is connected to the top of the prefabricated column by bolts.

所述预制柱基础、预制墙基础采用预制构件,非现场浇筑。The prefabricated column foundation and the prefabricated wall foundation adopt prefabricated components and are poured off-site.

相对于现有技术,本实用新型具有如下优点和有益效果:Compared with the prior art, the utility model has the following advantages and beneficial effects:

1)本实用新型施工速度快。围墙基坑开挖且平整好后,将预制柱基础和预制墙基础设置于平整好的基坑底面上,预制柱底部与预制柱基础的顶部通过螺栓连接,采用吊装手段将预制墙板两侧从上至下插入预制柱的卡槽中,预制墙板底边与预制墙基础的顶面通过螺栓连接。预制柱帽通过螺栓与预制柱的顶部连接,预制墙檐通过螺栓与预制墙板顶部连接,预制墙檐的两端通过螺栓与预制柱连接。如此反复安装预制柱基础、预制墙基础、预制柱、预制墙板、预制柱帽、预制墙檐。所有的模块均为预制,模块之间在现场只需要采用螺栓连接即可,所以安装速度快。1) The construction speed of the utility model is fast. After the wall foundation pit is excavated and leveled, the prefabricated column foundation and the prefabricated wall foundation are placed on the leveled bottom of the foundation pit, the bottom of the prefabricated column and the top of the prefabricated column foundation are connected by bolts, and the prefabricated wall panels on both sides are connected by means of hoisting. Insert it into the slot of the prefabricated column from top to bottom, and the bottom edge of the prefabricated wall panel is connected with the top surface of the prefabricated wall foundation by bolts. The prefabricated column cap is connected to the top of the prefabricated column by bolts, the prefabricated wall cornice is connected to the top of the prefabricated wall panel by bolts, and the two ends of the prefabricated wall cornice are connected to the prefabricated column by bolts. The prefabricated column foundation, prefabricated wall foundation, prefabricated column, prefabricated wall panel, prefabricated column cap, and prefabricated wall eaves are repeatedly installed in this way. All modules are prefabricated, and the modules only need to be connected by bolts on site, so the installation speed is fast.

2)本实用新型安装方便。由于采用轻钢结构,所以预制柱、预制墙板都不重。按常见的围墙2.5m~3m高,每片墙板宽3m~4m计算,单片墙板重量约120kg~150kg,两、三个操作人员可以很方便地利用小型设备搬运、安装及拆卸。除了预制墙板嵌入预制柱的卡槽之外,其它连接方式均采用螺栓连接,故安装及拆卸都方便快捷。2) The utility model is easy to install. Due to the light steel structure, the prefabricated columns and prefabricated wall panels are not heavy. According to the common wall height of 2.5m ~ 3m, the width of each wall panel is 3m ~ 4m, the weight of a single wall panel is about 120kg ~ 150kg, two or three operators can easily use small equipment to carry, install and disassemble. Except for the card slot where the prefabricated wallboard is embedded in the prefabricated column, other connection methods are bolted, so the installation and disassembly are convenient and quick.

3)本实用新型采用冷弯薄壁型钢制作成预制柱、预制墙板,和预制柱基础、预制墙基础、预制柱帽、预制墙檐形成强度刚度较大的结构,虽然重量远小于石砖围墙及混凝土围墙,但强度和刚度丝毫不亚于后两者。所以,本实用新型可通过在墙板表面覆盖饰面板,在观感方面模拟广为接受的石砖围墙或混凝土围墙;3) The utility model uses cold-formed thin-walled steel to make prefabricated columns, prefabricated wall panels, and prefabricated column foundations, prefabricated wall foundations, prefabricated column caps, and prefabricated wall eaves to form a structure with high strength and rigidity, although the weight is much smaller than stone Brick fence and concrete fence, but the strength and rigidity are no less than the latter two. Therefore, the utility model can imitate the widely accepted stone brick wall or concrete wall in terms of appearance by covering the surface of the wallboard with decorative panels;

4)本实用新型使得围墙系统的所有模块均可循环使用,避免浪费。4) The utility model enables all the modules of the wall system to be recycled to avoid waste.

附图说明Description of drawings

图1是本实用新型一种全装配轻钢结构的围墙的一个重复单元的结构示意图。Fig. 1 is a structural schematic diagram of a repeating unit of a wall with a fully assembled light steel structure of the present invention.

图2是图1中预制柱基础的结构示意图。Fig. 2 is a structural schematic diagram of the prefabricated column foundation in Fig. 1 .

图3是图1中预制墙基础的结构示意图。Fig. 3 is a structural schematic diagram of the prefabricated wall foundation in Fig. 1 .

图4是图1中预制柱的结构示意图。Fig. 4 is a structural schematic diagram of the prefabricated column in Fig. 1 .

图5是图1中预制墙板第一种实现形式的结构示意。Fig. 5 is a schematic structural diagram of the first implementation form of the prefabricated wall panel in Fig. 1 .

图6是图1中预制墙板第二种实现形式的结构示意。Fig. 6 is a schematic structural diagram of a second realization of the prefabricated wall panel in Fig. 1 .

图7是图1中预制柱帽和预制墙檐安装示意图。Fig. 7 is a schematic diagram of the installation of prefabricated column caps and prefabricated wall eaves in Fig. 1 .

图中示出,预制柱基础1、预制墙基础2、预制柱3、预制墙板4、预制柱帽5、预制墙檐6、立柱4‐1、横梁4‐2、斜撑4‐3。As shown in the figure, prefabricated column foundation 1, prefabricated wall foundation 2, prefabricated column 3, prefabricated wall panel 4, prefabricated column cap 5, prefabricated wall eaves 6, column 4-1, beam 4-2, and diagonal brace 4-3.

具体实施方式Detailed ways

为更好的支持本实用新型,下面结合附图对本实用新型作进一步的说明,但本实用新型的实施方式不限如此。In order to better support the utility model, the utility model will be further described below in conjunction with the accompanying drawings, but the implementation of the utility model is not limited to this.

如图1‐7所示,一种全装配轻钢结构的围墙,由多个重复单元相互连接组成,每个重复单元包括预制柱基础1、预制墙基础2、预制柱3、预制墙板4、预制柱帽5和预制墙檐 6;预制柱基础1和预制墙基础2优选为混凝土成型或采用金属材料;预制墙基础2纵向中部设有卡槽;预制柱3的一个端面设有竖向卡槽;预制墙板4包括立柱4‐1、横梁4‐2、斜撑4‐3和面板;立柱4‐1有多根,两根立柱分别设置在两侧,至少一根立柱设置在两侧的立柱中间,横梁4‐2有多根,两根横梁分别设置在上下两侧,至少一根横梁设置在上下两侧横梁之间;横梁4‐2和立柱4‐1连接;斜撑4‐3设置在两根横梁和两根立柱形成的四边形的对顶角之间;优选预制墙板4的高为2.5m~3m,长度为3m~4m;预制柱基础1和预制墙基础2设置于平整好的基坑底面上;预制墙基础2两端分别和预制柱基础1连接;预制柱 3与预制柱基础1连接;预制墙板4两侧的立柱卡在两预制柱3的卡槽内,预制墙板4卡在预制墙基础2的卡槽内,预制墙板4的顶部设有预制墙檐6,预制柱3顶部设有预制柱帽5,预制墙檐6两端分别与预制柱帽5连接。立柱4‐1、横梁4‐2和斜撑4‐3均为冷弯薄壁型钢构件,面板设置在立柱4‐1、横梁4‐2和斜撑4‐3构成的平面两侧。As shown in Figure 1-7, a fence of a fully assembled light steel structure is composed of multiple repeating units connected to each other, and each repeating unit includes a prefabricated column foundation 1, a prefabricated wall foundation 2, a prefabricated column 3, and a prefabricated wall panel 4 , prefabricated column cap 5 and prefabricated wall eaves 6; prefabricated column foundation 1 and prefabricated wall foundation 2 are preferably formed of concrete or metal materials; prefabricated wall foundation 2 is provided with a card slot in the longitudinal middle; Card slot; prefabricated wall panel 4 includes column 4-1, beam 4-2, diagonal brace 4-3 and panel; column 4-1 has many, two columns are respectively arranged on both sides, at least one column is arranged on In the middle of the side column, there are multiple beams 4-2, two beams are set on the upper and lower sides respectively, and at least one beam is set between the upper and lower beams; the beam 4-2 is connected with the column 4-1; the diagonal brace 4 ‐3 is set between the opposite corners of the quadrilateral formed by two beams and two columns; the height of the prefabricated wall panel 4 is preferably 2.5m~3m, and the length is 3m~4m; the prefabricated column foundation 1 and the prefabricated wall foundation 2 are set On the flat bottom of the foundation pit; the two ends of the prefabricated wall foundation 2 are respectively connected to the prefabricated column foundation 1; the prefabricated column 3 is connected to the prefabricated column foundation 1; Inside, the prefabricated wall panel 4 is stuck in the slot of the prefabricated wall foundation 2, the top of the prefabricated wall panel 4 is provided with a prefabricated wall eaves 6, the top of the prefabricated column 3 is provided with a prefabricated column cap 5, and the two ends of the prefabricated wall eaves 6 are respectively connected to the prefabricated The column cap 5 is connected. Column 4‐1, beam 4‐2 and diagonal brace 4‐3 are all cold-formed thin-walled steel members, and panels are arranged on both sides of the plane formed by column 4‐1, beam 4‐2 and diagonal brace 4‐3.

优选地,如图5所示,预制墙板4第一种实现形式包括四根立柱4‐1、三根横梁4‐2和四根斜撑4‐3;两根立柱分别设置在两侧,两根立柱均匀设置在两侧的立柱中间;两根横梁分别设置在上下两侧,一根横梁设置在上下两侧横梁中间;四根斜撑4‐3分别设置在两根横梁和两根立柱形成的四角上。Preferably, as shown in Figure 5, the first implementation form of prefabricated wall panels 4 includes four columns 4-1, three beams 4-2 and four diagonal braces 4-3; two columns are respectively arranged on both sides, two One column is evenly arranged in the middle of the columns on both sides; two beams are set on the upper and lower sides respectively, and one beam is set in the middle of the upper and lower beams on both sides; four diagonal braces 4-3 are respectively arranged on the two beams and two columns to form on the four corners.

优选地,如图6所示,预制墙板4第二种实现形式包括7根立柱4‐1、四根横梁4‐2和16根斜撑4‐3;两根立柱分别设置在两侧,5根立柱设置在两侧的立柱中间,中间一根立柱设置在两侧的立柱正中部,中间立柱左右各设两根立柱;两根横梁分别设置在上下两侧,另外两根横梁设置在上下两侧横梁中间,中间两根横梁之间间隔较大;中间立柱与中间两根横梁连接处断开;16根斜撑4‐3分别设置在任意两根横梁和两根立柱形成四方形的对顶角上。Preferably, as shown in Figure 6, the second implementation form of prefabricated wall panels 4 includes seven columns 4-1, four beams 4-2 and 16 diagonal braces 4-3; two columns are respectively arranged on both sides, 5 columns are set in the middle of the columns on both sides, the middle column is set in the middle of the columns on both sides, and there are two columns on the left and right of the middle column; two beams are set on the upper and lower sides respectively, and the other two beams are set on the upper and lower sides. In the middle of the beams on both sides, the distance between the two beams in the middle is relatively large; the connection between the middle column and the two beams in the middle is disconnected; 16 diagonal braces 4-3 are respectively arranged on any two beams and two columns to form a square pair on the top corner.

优选地,预制柱3的底部与预制柱基础1的顶部通过螺栓连接;预制墙板4的底边与预制墙基础2的顶面通过螺栓连接;预制墙檐6通过螺栓与预制墙板4的顶部连接;预制墙檐6的两端通过螺栓与预制柱3连接。预制柱帽5通过螺栓与预制柱的顶部连接。Preferably, the bottom of the prefabricated column 3 is connected to the top of the prefabricated column foundation 1 by bolts; the bottom edge of the prefabricated wall panel 4 is connected to the top surface of the prefabricated wall foundation 2 by bolts; Top connection; both ends of the prefabricated wall eaves 6 are connected to the prefabricated column 3 by bolts. The prefabricated column cap 5 is connected with the top of the prefabricated column by bolts.

预制柱3、预制墙板4、预制柱帽5、预制墙檐6均以轻钢构件作为龙骨,外覆饰面板。The prefabricated columns 3, prefabricated wall panels 4, prefabricated column caps 5, and prefabricated wall eaves 6 are all made of light steel components as keels and covered with decorative panels.

一种全装配轻钢结构围墙的组装方法,每一个重复单元中预制柱基础和预制墙基础设置于平整好的基坑底面上,预制柱表面设有竖向卡槽,预制柱底部与预制柱基础的顶部连接,采用吊装方式或则其他方式将预制墙板4两侧从上至下插入预制柱3的卡槽中,预制墙板4底部与预制墙基础的顶部连接;预制柱帽5与预制柱的顶部连接,预制墙檐6与预制墙板4顶部连接,预制墙檐的两端与预制柱连接;相邻两个重复单元重复安装预制柱基础、预制墙基础、预制柱、预制墙板、预制柱帽、预制墙檐,形成全装配轻钢结构围墙。A method for assembling a fully-assembled light-steel structure fence. The prefabricated column foundation and the prefabricated wall foundation in each repeating unit are set on the flat bottom of the foundation pit. For the top connection of the foundation, the two sides of the prefabricated wall panel 4 are inserted into the slots of the prefabricated column 3 from top to bottom by means of hoisting or other methods, and the bottom of the prefabricated wall panel 4 is connected to the top of the prefabricated wall foundation; the prefabricated column cap 5 and The top of the prefabricated column is connected, the top of the prefabricated wall eaves 6 is connected to the top of the prefabricated wall panel 4, and the two ends of the prefabricated wall eaves are connected to the prefabricated columns; two adjacent repeating units are repeatedly installed with prefabricated column foundations, prefabricated wall foundations, prefabricated columns, and prefabricated walls Plates, prefabricated column caps, and prefabricated wall eaves form a fully assembled light steel structure enclosure.

为进一步实现本实用新型目的,所述预制柱基础及预制墙基础采用混凝土材料、金属材料。In order to further realize the purpose of the utility model, the prefabricated column foundation and the prefabricated wall foundation adopt concrete materials and metal materials.

本实用新型施工速度快。围墙基坑开挖且平整好后,将预制柱基础和预制墙基础设置于平整好的基坑底面上,预制柱底部与预制柱基础的顶部通过螺栓连接,采用吊装手段将预制墙板两侧从上至下插入预制柱的卡槽中,预制墙板底边与预制墙基础的顶面通过螺栓连接。预制柱帽通过螺栓与预制柱的顶部连接,预制墙檐通过螺栓与预制墙板顶部连接,预制墙檐的两端通过螺栓与预制柱连接。如此反复安装预制柱基础、预制墙基础、预制柱、预制墙板、预制柱帽、预制墙檐。所有的模块均为预制,模块之间在现场只需要采用螺栓连接即可,所以安装速度快。The utility model has fast construction speed. After the wall foundation pit is excavated and leveled, the prefabricated column foundation and the prefabricated wall foundation are placed on the leveled bottom of the foundation pit, the bottom of the prefabricated column and the top of the prefabricated column foundation are connected by bolts, and the prefabricated wall panels on both sides are connected by means of hoisting. Insert it into the slot of the prefabricated column from top to bottom, and the bottom edge of the prefabricated wall panel is connected with the top surface of the prefabricated wall foundation by bolts. The prefabricated column cap is connected to the top of the prefabricated column by bolts, the prefabricated wall cornice is connected to the top of the prefabricated wall panel by bolts, and the two ends of the prefabricated wall cornice are connected to the prefabricated column by bolts. The prefabricated column foundation, prefabricated wall foundation, prefabricated column, prefabricated wall panel, prefabricated column cap, and prefabricated wall eaves are repeatedly installed in this way. All modules are prefabricated, and the modules only need to be connected by bolts on site, so the installation speed is fast.

本实用新型安装方便。由于采用轻钢结构,所以预制柱、预制墙板都不重。按常见的围墙2.5m~3m高,每片墙板宽3m~4m计算,单片墙板重量约120kg~150kg,两、三个操作人员可以很方便地利用小型设备搬运、安装及拆卸。除了预制墙板嵌入预制柱的卡槽之外,其它连接方式均采用螺栓连接,故安装及拆卸都方便快捷。The utility model is easy to install. Due to the light steel structure, the prefabricated columns and prefabricated wall panels are not heavy. According to the common wall height of 2.5m ~ 3m, the width of each wall panel is 3m ~ 4m, the weight of a single wall panel is about 120kg ~ 150kg, two or three operators can easily use small equipment to carry, install and disassemble. Except for the card slot where the prefabricated wallboard is embedded in the prefabricated column, other connection methods are bolted, so the installation and disassembly are convenient and quick.

本实用新型采用冷弯薄壁型钢制作成预制柱、预制墙板,和预制柱基础、预制墙基础、预制柱帽、预制墙檐形成强度刚度较大的结构,虽然重量远小于石砖围墙及混凝土围墙,但强度和刚度丝毫不亚于后两者。所以,本实用新型可通过在墙板表面覆盖饰面板,在观感方面模拟广为接受的石砖围墙或混凝土围墙;The utility model uses cold-formed thin-walled steel to make prefabricated columns, prefabricated wall panels, and prefabricated column foundations, prefabricated wall foundations, prefabricated column caps, and prefabricated wall eaves to form a structure with high strength and rigidity, although the weight is much smaller than that of stone brick walls. And concrete walls, but the strength and rigidity are no less than the latter two. Therefore, the utility model can imitate the widely accepted stone brick wall or concrete wall in terms of appearance by covering the surface of the wallboard with decorative panels;

本实用新型使得围墙系统的所有模块均可循环使用,避免浪费。The utility model enables all the modules of the wall system to be recycled and avoids waste.

本实用新型可以替代目前现场湿作业法施工的围墙系统,强度刚度可与目前广为接受的石砖围墙或混凝土围墙相比;本实用新型可通过在墙板表面覆盖饰面板,模拟石砖围墙或混凝土围墙的外观;本实用新型可在保证安全美观的前提下,有效缩短施工工期,减少浪费。The utility model can replace the enclosure wall system constructed by the current on-site wet operation method, and its strength and rigidity can be compared with the currently widely accepted stone brick enclosure wall or concrete enclosure wall; the utility model can simulate the stone brick enclosure wall by covering the surface of the wall panel with decorative panels Or the appearance of the concrete wall; the utility model can effectively shorten the construction period and reduce waste under the premise of ensuring safety and beauty.

Claims (9)

1. a kind of enclosure wall of full assembly lightweight steel construction, which is characterized in that it is made of the interconnection of multiple repetitive units, it is each to repeat Unit includes prefabricated column foundation, prefabricated foundation of wall, prefabricated post, prefabricated panel, prefabricated bolumn cap and dry wall eaves;Prefabricated foundation of wall is vertical It is equipped with card slot to middle part;One end face of prefabricated post is equipped with vertical card slot;Prefabricated panel includes column, crossbeam, diagonal brace and panel; Column has more, and two root posts are respectively provided at both sides, and at least a root post is arranged among the column of both sides, and crossbeam has more Root, two crossbeams are separately positioned on both sides up and down, and an at least crossbeam is arranged between upper and lower both sides crossbeam;Crossbeam and column connect It connects;Diagonal brace is arranged between the vertical angles of the quadrangle in two crossbeams and two root posts formation;Prefabricated column foundation and the prefabricated wall base Plinth is set on smooth good foundation pit bottom surface;Prefabricated foundation of wall both ends are connected with prefabricated column foundation respectively;Prefabricated post and prefabricated post Basis connection;The column of prefabricated panel both sides is stuck in the card slot of two prefabricated posts, and prefabricated panel is stuck in the card slot of prefabricated foundation of wall Interior, the top of prefabricated panel is equipped with dry wall eaves, is equipped with prefabricated bolumn cap at the top of prefabricated post, dry wall eaves both ends respectively with prefabricated post Cap connects;Column, crossbeam and diagonal brace are light gauge cold-formed steel shape component, and panel is arranged puts down what column, crossbeam and diagonal brace were constituted Face both sides.
2. it is according to claim 1 it is full assembly lightweight steel construction enclosure wall, which is characterized in that the prefabricated panel 4 it is a height of 2.5m~3m, length are 3m~4m.
3. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the prefabricated column foundation and prefabricated Foundation of wall is concrete formation or uses metal material;Prefabricated post, prefabricated bolumn cap, dry wall eaves are using lightweight steel component as dragon Bone is cladded with decoration panel.
4. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the prefabricated panel includes four Column, three crossbeams and four diagonal braces;Two root posts are respectively provided at both sides, and two root posts are uniformly arranged in the column of both sides Between;Two crossbeams are separately positioned on both sides up and down, and a crossbeam is arranged among upper and lower both sides crossbeam;Four diagonal braces are respectively set On the quadrangle that two crossbeams and two root posts are formed.
5. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the prefabricated panel includes 7 Column, 4 crossbeams and 16 diagonal braces;Two root posts are respectively provided at both sides, and 5 root posts are arranged among the column of both sides, in Between a root post the positive middle part of column in both sides is set, middle standing pillar or so respectively sets two root posts;Two crossbeams are separately positioned on Upper and lower both sides, in addition two crossbeams settings are spaced larger among upper and lower both sides crossbeam between intermediate two crossbeams;Middle standing pillar It is disconnected with intermediate two crossbeam junctions;16 diagonal braces are separately positioned on arbitrary two crossbeams and two root posts form square In vertical angles.
6. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the bottom of the prefabricated post with it is pre- It is bolted at the top of column foundation processed.
7. it is according to claim 1 it is full assembly lightweight steel construction enclosure wall, which is characterized in that the bottom edge of the prefabricated panel with The top surface of prefabricated foundation of wall is bolted.
8. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the dry wall eaves passes through bolt It is connect with the top of prefabricated panel;The both ends of dry wall eaves are connect by bolt with prefabricated post.
9. the enclosure wall of full assembly lightweight steel construction according to claim 1, which is characterized in that the prefabricated bolumn cap passes through bolt It is connect with the top of prefabricated post.
CN201721339317.3U 2017-10-17 2017-10-18 A kind of enclosure wall of full assembly lightweight steel construction Active CN207749908U (en)

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CN110725613A (en) * 2019-10-28 2020-01-24 泸州市丹山建材科技有限公司 A construction project fence

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CN110439360A (en) * 2018-05-02 2019-11-12 深圳市前海胜德建筑科技有限公司 A prefabricated light steel fence and its installation method
CN108729542A (en) * 2018-07-18 2018-11-02 北京玖新创世科技有限公司 A kind of prefabrication main body and construction method
CN109339235B (en) * 2018-12-10 2024-03-19 辰信重工(江苏)有限公司 High-rise building thin-wall steel structure convenient to improve stability
CN110630088B (en) * 2019-08-29 2025-03-14 廊坊卓锐建材有限公司 An assembled antique art wall and construction method thereof
CN111387096B (en) * 2020-04-30 2021-09-28 浙江东一海洋集团有限公司 Be applied to large-scale rail facility in marine ranch

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110725613A (en) * 2019-10-28 2020-01-24 泸州市丹山建材科技有限公司 A construction project fence

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