CN103266568B - A kind of movable platform of anti-collision wall construction - Google Patents

A kind of movable platform of anti-collision wall construction Download PDF

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CN103266568B
CN103266568B CN201310154751.4A CN201310154751A CN103266568B CN 103266568 B CN103266568 B CN 103266568B CN 201310154751 A CN201310154751 A CN 201310154751A CN 103266568 B CN103266568 B CN 103266568B
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frame body
collision wall
movable platform
wall construction
construction
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CN103266568A (en
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文兴勇
刘小川
罗利
袁炼
王晓睿
林圣坤
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China MCC5 Group Corp Ltd
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Abstract

本发明公布了一种防撞墙施工的活动平台,包括整体为长方体的框架体,在框架体的底部安装有四个滚轮,在框架体的一个顶部长边上安装有两条延伸臂,在延伸臂上设置有多个吊环,在框架体上还设置有配重盘,配重盘与延伸臂呈体对角线分布。本发明通过滚轮的滚动作用,可以将框架体移动,从而实现吊篮的移动,实现移动的操作平台,不用在高架桥底部搭建规模庞大的脚手架,进而缩短工期,降低施工成本。

The invention discloses a movable platform for anti-collision wall construction, which includes a rectangular parallelepiped frame body, four rollers are installed on the bottom of the frame body, and two extension arms are installed on one top long side of the frame body. A plurality of suspension rings are arranged on the extension arm, and a counterweight plate is also arranged on the frame body, and the counterweight plate and the extension arm are distributed diagonally. The invention can move the frame body through the rolling action of the rollers, thereby realizing the movement of the hanging basket and realizing the mobile operation platform, without building a large-scale scaffold at the bottom of the viaduct, thereby shortening the construction period and reducing the construction cost.

Description

一种防撞墙施工的活动平台A movable platform for anti-collision wall construction

技术领域 technical field

本发明涉及一种桥梁建筑施工的辅助工具,具体是指一种防撞墙施工的活动平台。  The invention relates to an auxiliary tool for bridge construction, in particular to a movable platform for anti-collision wall construction. the

背景技术 Background technique

防撞墙,即土木工程中用于公路、铁路的两侧墙体部分,多用于高架桥、空中公路、高架铁路等,其作为桥梁的两侧安全保障结构,与防撞护栏一样都是桥梁的部分,但是,防撞墙与防撞护栏的区别也较大,防撞墙属于永久性结构,其利用钢筋混凝土成型,固定在高架桥梁或高铁的箱梁两侧,其属于桥梁的一部分,而防撞护栏是安装在预埋件上的,相对于防撞墙的整体重量而言,防撞护栏是由钢材或不锈钢制成,其重量轻,耐冲击能力较低,多用于普通公路的两侧。 Anti-collision walls, that is, the wall parts on both sides of roads and railways in civil engineering, are mostly used for viaducts, aerial highways, elevated railways, etc. As the safety guarantee structure on both sides of the bridge, it is the same as the anti-collision guardrail. However, the difference between the anti-collision wall and the anti-collision guardrail is also large. The anti-collision wall is a permanent structure, which is formed by reinforced concrete and fixed on both sides of the box girder of the viaduct or high-speed rail. It is part of the bridge, and The anti-collision barrier is installed on the embedded parts. Compared with the overall weight of the anti-collision wall, the anti-collision barrier is made of steel or stainless steel. It is light in weight and has low impact resistance. It is mostly used on two sides of ordinary roads side.

目前的高架桥或立交桥的防撞墙是按照以下工序制成的:搭建外部的脚手架,形成桥梁外侧的工作平台;破除桥梁边缘的混凝土,将钢筋裸露;在钢筋上进行防撞墙钢筋作业;在脚手架上支模;混凝土浇筑;拆模;拆除脚手架。 这种施工方式为传统的施工方式,其不便之处是需要花费大量的时间和精力进行脚手架的搭建、拆除,不仅工期长,而且成本也高;为此,也有采取升降机作为操作平台的方式,这种方式的缺点在于,升降机的移动依赖于其底部的台车移动,而在场地有限的区域,升降机的工作范围受到限制,施工受到影响。 The anti-collision wall of the current viaduct or overpass is made according to the following procedures: build an external scaffold to form a working platform on the outside of the bridge; remove the concrete on the edge of the bridge to expose the steel bars; carry out the anti-collision wall reinforcement work on the steel bars; Formwork on scaffolding; concrete pouring; formwork removal; removal of scaffolding. This construction method is a traditional construction method. Its inconvenience is that it takes a lot of time and energy to build and dismantle the scaffolding. Not only the construction period is long, but the cost is also high. For this reason, there is also a method of using a lift as an operating platform. The disadvantage of this method is that the movement of the elevator depends on the movement of the trolley at its bottom, and in areas with limited sites, the working range of the elevator is limited and the construction is affected.

发明内容 Contents of the invention

本发明的目的在于提供一种防撞墙施工的活动平台,解决目前的桥梁防撞墙施工需要大量脚手架、工期长的问题,达到减少脚手架搭建、缩短工期、降低成本的目的。 The purpose of the present invention is to provide a movable platform for anti-collision wall construction, which solves the problems that the current bridge anti-collision wall construction requires a large number of scaffolds and has a long construction period, and achieves the purpose of reducing scaffold construction, shortening construction period and reducing costs.

本发明的目的通过下述技术方案实现: The object of the present invention is achieved through the following technical solutions:

一种防撞墙施工的活动平台,包括整体为长方体的框架体,在框架体的底部安装有四个滚轮,在框架体的一个顶部长边上安装有两条延伸臂,在延伸臂上设置有多个吊环,在框架体上还设置有配重盘,配重盘与延伸臂呈体对角线分布。本发明采用框架体为主体,在框架体的底部设置有四个滚轮,四个滚轮的轴向统一,并且框架体可以在滚轮的带动下移动,以框架体的轴线为中心,在框架体的一侧设置有两条延伸臂,延伸臂分别支出框架体,延伸臂位于框架体的顶部,在两条延伸臂上设置有多个吊环,同时在框架体上设置有配重盘,配重盘与延伸臂分别位于框架体的体对角线两端,使用时,在延伸臂的吊环上可以悬挂吊篮,吊篮位于高架桥体外,吊篮悬空,操作人员可以在吊篮内进行工作,吊篮作为操作人员的工作平台,配重盘作为平衡吊篮和操作人员重力的匹配机构,其上部可以放置多个配重砝码,根据不同的重量,可以配置不同数量和重量的配重砝码,通过滚轮的滚动作用,可以将框架体移动,从而实现吊篮的移动,实现移动的操作平台,不用在高架桥底部搭建规模庞大的脚手架,进而缩短工期,降低施工成本。 A movable platform for anti-collision wall construction, including a rectangular parallelepiped frame body, four rollers are installed on the bottom of the frame body, two extension arms are installed on one top long side of the frame body, and a There are a plurality of suspension rings, and a counterweight plate is arranged on the frame body, and the counterweight plate and the extension arm are distributed diagonally. The present invention adopts the frame body as the main body, and four rollers are arranged at the bottom of the frame body, the axial directions of the four rollers are unified, and the frame body can move under the drive of the rollers, centering on the axis of the frame body, at the center of the frame body Two extension arms are arranged on one side, and the extension arms respectively protrude from the frame body. The extension arms are located on the top of the frame body. Multiple suspension rings are arranged on the two extension arms. The extension arm and the extension arm are respectively located at both ends of the body diagonal of the frame body. When in use, the hanging basket can be hung on the suspension ring of the extension arm. The hanging basket is located outside the viaduct body, and the hanging basket is suspended. The operator can work in the hanging basket. The basket is used as the operator's working platform, and the counterweight plate is used as a matching mechanism to balance the gravity of the hanging basket and the operator. Multiple counterweights can be placed on the upper part. According to different weights, different numbers and weights of counterweights can be configured. , Through the rolling action of the rollers, the frame body can be moved, so as to realize the movement of the hanging basket and realize the mobile operation platform. It is not necessary to build a large-scale scaffold at the bottom of the viaduct, thereby shortening the construction period and reducing the construction cost.

所述两条延伸臂之间安装有撑杆。进一步讲,作为本发明的进一步改进,可以在两条延伸臂之间安装撑杆,撑杆的作用是保持两条延伸臂之间的距离,使得吊篮处于相对的稳定状态,避免延伸臂受到过个方向的外力,具有稳定的作用,避免吊篮晃动,有利于工作。 A strut is installed between the two extension arms. Further speaking, as a further improvement of the present invention, a strut can be installed between the two extension arms. The external force in one direction has a stabilizing effect, avoiding the shaking of the hanging basket, which is beneficial to work.

在配重盘上方的框架体顶部设置有两个拉环。进一步讲,为了保持配重盘对吊篮的平衡作用,可以在配重盘上方的框架体上设置两个拉环,拉环与配重盘之间可以通过钢绳等拉近机构拉伸,形成对配重盘的稳固,避免其受力不均而导致的配重盘侧边触地,保持配重效果。 Two pull rings are arranged on the top of the frame body above the balance plate. Furthermore, in order to maintain the balance effect of the weight plate on the hanging basket, two pull rings can be set on the frame above the weight plate. Form the stability of the counterweight plate, avoid the side of the counterweight plate touching the ground caused by uneven force, and maintain the counterweight effect.

在所述框架体上设置有多个连接板,在框架体上还设置有斜拉杆,斜拉杆的端部焊接在连接板上。进一步讲,作为本发明的进一步改进,为了使得框架体更加牢固,可以在框架体上通过安装斜拉杆的方式来增加其稳定性,利用三角形最稳定的原理,解决了框架的安全性能,同时,为了增加框架体与斜拉杆之间的接触面积,可以采用连接板作为中间件,来对框架体和斜拉杆连接。 A plurality of connecting plates are arranged on the frame body, and diagonal stay rods are also arranged on the frame body, and the ends of the diagonal stay rods are welded on the connecting plates. Furthermore, as a further improvement of the present invention, in order to make the frame body stronger, the stability of the frame body can be increased by installing diagonal stay rods on the frame body, and the principle of the most stable triangle is used to solve the safety performance of the frame body. At the same time, In order to increase the contact area between the frame body and the diagonal stay rods, a connecting plate can be used as an intermediate piece to connect the frame body and the diagonal stay rods.

所述吊环与延伸臂焊接固定,其焊缝的高度为10~12mm。进一步讲,作为本发明的改进点,发明人经过反复的实验和计算得出,当吊环与延伸臂之间的焊缝在10~12mm之间时,完全可以达到受力的需要,在目前的施工中,有类似的结构,但是对于焊缝的长度从来没有要求,都是尽可能的多焊,其实浪费了很多的焊条和人工,形成冗余焊接,发明人经过实际计算和总结,得出了焊缝的高度为10~12mm的时候就可以完全达到吊篮的使用要求,节约了焊条,降低了焊接成本,实现了以最小的焊接量达到安全使用的目的。 The lifting ring and the extension arm are welded and fixed, and the height of the weld seam is 10-12mm. Further speaking, as an improvement point of the present invention, the inventor has obtained through repeated experiments and calculations that when the welding seam between the suspension ring and the extension arm is between 10 and 12 mm, the force requirements can be fully met. In the construction, there is a similar structure, but there is never a requirement for the length of the weld, and it is as much welding as possible. In fact, a lot of welding rods and labor are wasted, forming redundant welding. After actual calculation and summary, the inventor concluded that When the height of the welding seam is 10-12mm, the use requirements of the hanging basket can be fully met, the welding rod is saved, the welding cost is reduced, and the purpose of safe use with the minimum welding amount is realized.

所述延伸臂与框架体之间还设置有斜撑柱。进一步讲,为了保持吊环的稳定,可以在延伸臂与框架体之间设置斜撑柱,斜撑柱、延伸臂、以及框架体形成三角形,构成稳定结构。 Diagonal struts are also arranged between the extension arm and the frame body. Furthermore, in order to keep the suspension ring stable, a diagonal strut can be arranged between the extension arm and the frame body, and the diagonal strut, the extension arm, and the frame body form a triangle to form a stable structure.

本发明与现有技术相比,具有如下的优点和有益效果: Compared with the prior art, the present invention has the following advantages and beneficial effects:

1本发明一种防撞墙施工的活动平台,延伸臂位于框架体的顶部,在两条延伸臂上设置有多个吊环,同时在框架体上设置有配重盘,配重盘与延伸臂分别位于框架体的体对角线两端,使用时,在延伸臂的吊环上可以悬挂吊篮,吊篮位于高架桥体外,吊篮悬空,操作人员可以在吊篮内进行工作,吊篮作为操作人员的工作平台,配重盘作为平衡吊篮和操作人员重力的匹配机构,其上部可以放置多个配重砝码,根据不同的重量,可以配置不同数量和重量的配重砝码,通过滚轮的滚动作用,可以将框架体移动,从而实现吊篮的移动,实现移动的操作平台,不用在高架桥底部搭建规模庞大的脚手架,进而缩短工期,降低施工成本; 1. The present invention is a movable platform for anti-collision wall construction. The extension arms are located on the top of the frame body. Multiple suspension rings are arranged on the two extension arms. At the same time, a counterweight plate is arranged on the frame body. They are respectively located at both ends of the body diagonal of the frame body. When in use, the hanging basket can be hung on the lifting ring of the extension arm. The hanging basket is located outside the viaduct body, and the hanging basket is suspended in the air. The operator can work in the hanging basket. The hanging basket is used as an operation As a working platform for personnel, the counterweight plate is used as a matching mechanism for balancing the gravity of the hanging basket and the operator. Multiple counterweights can be placed on the upper part. According to different weights, different numbers and weights of counterweights can be configured. Through the roller The rolling action can move the frame body, so as to realize the movement of the hanging basket and realize the mobile operation platform, without building a large-scale scaffold at the bottom of the viaduct, thereby shortening the construction period and reducing the construction cost;

2本发明一种防撞墙施工的活动平台,为了保持配重盘对吊篮的平衡作用,可以在配重盘上方的框架体上设置两个拉环,拉环与配重盘之间可以通过钢绳等拉近机构拉伸,形成对配重盘的稳固,避免其受力不均而导致的配重盘侧边触地,保持配重效果; 2 The invention is a movable platform for anti-collision wall construction. In order to maintain the balance effect of the weight plate on the hanging basket, two pull rings can be set on the frame body above the weight plate, and the pull ring and the weight plate can be connected to each other. Stretching by the pulling mechanism such as steel rope forms the stability of the counterweight plate, avoids the side of the counterweight plate touching the ground caused by uneven force, and maintains the effect of the counterweight;

3本发明一种防撞墙施工的活动平台,发明人经过反复的实验和计算得出,当吊环与延伸臂之间的焊缝在10~12mm之间时,完全可以达到受力的需要,在目前的施工中,有类似的结构,但是对于焊缝的长度从来没有要求,都是尽可能的多焊,其实浪费了很多的焊条和人工,形成冗余焊接,发明人经过实际计算和总结,得出了焊缝的高度为10~12mm的时候就可以完全达到吊篮的使用要求,节约了焊条,降低了焊接成本,实现了以最小的焊接量达到安全使用的目的。 3 The present invention is a movable platform for anti-collision wall construction. The inventor obtained through repeated experiments and calculations that when the welding seam between the suspension ring and the extension arm is between 10 and 12mm, it can fully meet the force requirements. In the current construction, there is a similar structure, but there has never been a requirement for the length of the weld, and it is always welded as much as possible. In fact, a lot of welding rods and labor are wasted, resulting in redundant welding. The inventor has actually calculated and summarized , it is concluded that when the height of the welding seam is 10-12mm, the use requirements of the hanging basket can be fully met, the welding rod is saved, the welding cost is reduced, and the purpose of safe use with the minimum welding amount is realized.

附图说明 Description of drawings

图1为本发明结构示意图。 Fig. 1 is a schematic diagram of the structure of the present invention.

附图中标记及相应的零部件名称: Marks and corresponding component names in the attached drawings:

1-框架体,2-滚轮,3-延伸臂,4-吊环,5-配重盘,6-撑杆,7-拉环,8-连接板,9-斜拉杆,10-配重砝码,11-斜撑柱。 1-frame body, 2-roller, 3-extension arm, 4-hanging ring, 5-counterweight plate, 6-strut, 7-pull ring, 8-connecting plate, 9-diagonal tie rod, 10-counterweight , 11-diagonal brace.

具体实施方式 Detailed ways

下面结合实施例对本发明作进一步的详细说明,但本发明的实施方式不限于此。 The present invention will be further described in detail below in conjunction with examples, but the embodiments of the present invention are not limited thereto.

实施例 Example

如图1所示,本实施例是用于成都市二环路改造工程中的中心城区缓堵保畅“两快两射两环”项目中成温路改造工程项目,位于成都市正西交通大动脉(成温路),项目自东起于二环路成温立交桥,向西经双清南路、金沙车站、青羊大道、清江西路、西止于三环路苏坡立交桥东侧,全长约2.1公里,施工里程K1+705-K1+920(即主墩43#-48#),位于原成温路道路中心,与青羊大道(2.5环)十字交叉,地铁四号线清江中路地铁站(与地铁七号线换乘站),正位于此段;地铁四号线清江中路地铁站(与地铁七号线换乘站),站长205.2m,最大宽度26m,基坑最大深度28m(四层车站),位于本工程46#、47#墩之间,其余段基坑深度22m,目前地铁正在进行站台深基坑施工、边坡支护等,形成悬空空间;地铁基坑支护距本工程承台边仅有2.3m,盖梁施工无法按常规搭设支架,同为市政府重点工程,经与地铁等相关单位多次协商,都不能停工让道,根据实际情况,采用了本发明所发明的一种防撞墙施工的活动平台,进行防撞墙的施工,采用框架体1为主体,在框架体1的底部设置有四个滚轮2,四个滚轮2的轴向统一,并且框架体1可以在滚轮2的带动下移动,以框架体1的轴线为中心,在框架体1的一侧设置有两条延伸臂3,延伸臂3分别支出框架体,延伸臂3位于框架体1的顶部,在两条延伸臂3上设置有多个吊环4,吊环4与延伸臂3焊接固定,其焊缝的高度为10~12mm;同时在框架体1上设置有配重盘5,配重盘5上用于放置配重砝码10,配重盘5与延伸臂3分别位于框架体1的体对角线两端,在配重盘5上方的框架体1顶部设置有两个拉环7;在两条延伸臂3之间安装有撑杆6,在延伸臂3与框架体1之间设置斜撑柱11,斜撑柱11、延伸臂3、以及框架体1形成三角形,在框架体1的八个顶角附近都设置有连接板8,连接板8用于钢材的焊接,增加其焊接面积,在框架体1上还设置有斜拉杆9,斜拉杆9交叉成“十”字结构。 As shown in Figure 1, this embodiment is used in the Chengwen Road Reconstruction Project in the Chengdu Second Ring Road Reconstruction Project to slow congestion and maintain smoothness in the central urban area. The main artery (Chengwen Road), the project starts from the Chengwen Overpass on the Second Ring Road in the east, passes through South Shuangqing Road, Jinsha Station, Qingyang Avenue, Qingjiang West Road, and ends at the east side of the Supo Overpass on the Third Ring Road in the west. About 2.1 kilometers, construction mileage K1+705-K1+920 (that is, the main pier 43#-48#), located in the center of the original Chengwen Road, crossed with Qingyang Avenue (2.5 Ring Road), Qingjiang Middle Road Subway Station of Metro Line 4 (transfer station with Metro Line 7), which is located in this section; Qingjiang Middle Road Subway Station of Metro Line 4 (transfer station with Metro Line 7), the station length is 205.2m, the maximum width is 26m, and the maximum depth of the foundation pit is 28m ( Four-story station), located between piers 46# and 47# of this project, and the foundation pit depth of the rest of the project is 22m. Currently, the subway is undergoing platform deep foundation pit construction, slope support, etc., forming a suspended space; the subway foundation pit support distance The side of the cap platform of this project is only 2.3m, and the construction of the cover beam cannot be erected according to the conventional support. It is also a key project of the municipal government. After many consultations with relevant units such as the subway, work cannot be stopped to give way. According to the actual situation, the present invention is adopted. The invented movable platform for the construction of the anti-collision wall adopts the frame body 1 as the main body for the construction of the anti-collision wall, and four rollers 2 are arranged at the bottom of the frame body 1, and the axial directions of the four rollers 2 are unified, and The frame body 1 can move under the drive of the rollers 2, with the axis of the frame body 1 as the center, two extension arms 3 are arranged on one side of the frame body 1, and the extension arms 3 extend out of the frame body respectively, and the extension arms 3 are located on the frame body On the top of 1, a plurality of suspension rings 4 are arranged on the two extension arms 3, and the suspension rings 4 and the extension arms 3 are welded and fixed, and the height of the weld seam is 10-12mm; at the same time, a counterweight plate 5 is provided on the frame body 1, The counterweight plate 5 is used to place the counterweight weight 10. The counterweight plate 5 and the extension arm 3 are respectively located at both ends of the body diagonal of the frame body 1. Two Draw ring 7; a strut 6 is installed between the two extension arms 3, a diagonal brace 11 is set between the extension arm 3 and the frame body 1, the diagonal brace 11, the extension arm 3, and the frame body 1 form a triangle, Near the eight corners of the frame body 1 are provided with connecting plates 8, the connecting plates 8 are used for the welding of steel to increase its welding area, and the frame body 1 is also provided with diagonal tie rods 9, which intersect to form "ten" "Word structure.

以上所述,仅是本发明的较佳实施例,并非对本发明做任何形式上的限制,凡是依据本发明的技术实质上对以上实施例所作的任何简单修改、等同变化,均落入本发明的保护范围之内。 The above is only a preferred embodiment of the present invention, and does not limit the present invention in any form. Any simple modification or equivalent change made to the above embodiments according to the technology of the present invention falls within the scope of the present invention. within the scope of protection.

Claims (5)

1. the movable platform of an anti-collision wall construction, comprise the overall frame body (1) for cuboid, it is characterized in that: in the bottom of frame body (1), four rolling (2) is installed, a top longitudinal edge of frame body (1) is provided with two adjutages (3), adjutage (3) is provided with multiple suspension ring (4), frame body (1) is also provided with balancing disk (5), balancing disk (5) and adjutage (3) distribute in body diagonal, described suspension ring (4) and adjutage (3) are welded and fixed, and the height of its weld seam is 10 ~ 12mm.
2. the movable platform of a kind of anti-collision wall construction according to claim 1, is characterized in that: be provided with strut (6) between described two adjutages (3).
3. the movable platform of a kind of anti-collision wall construction according to claim 1, is characterized in that: frame body (1) top of balancing disk (5) top is provided with two draw rings (7).
4. the movable platform of a kind of anti-collision wall construction as claimed in any of claims 1 to 3, it is characterized in that: on described frame body (1), be provided with multiple junction plate (8), frame body (1) is also provided with diagonal member (9), and the welding edges of diagonal member (9) is on junction plate (8).
5. the movable platform of a kind of anti-collision wall construction according to claim 1, is characterized in that: be also provided with cross-brace (11) between described adjutage (3) and frame body (1).
CN201310154751.4A 2013-04-28 2013-04-28 A kind of movable platform of anti-collision wall construction Active CN103266568B (en)

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Publication number Priority date Publication date Assignee Title
CN103628409A (en) * 2013-11-08 2014-03-12 中天建设集团有限公司 Construction device for anti-collision wall of viaduct
CN107338727B (en) * 2016-12-28 2023-04-11 广西路建工程集团有限公司 Integrally-disassembled and assembled anti-collision wall template and walking type rail hanging and moving system thereof

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JP2011157720A (en) * 2010-02-01 2011-08-18 Fujita Corp Method for constructing railway reinforced concrete rigid-frame structure viaduct
CN102493346A (en) * 2011-12-02 2012-06-13 中建三局第三建设工程有限责任公司 Upper air anti-collision guardrail module transfer hanging bracket and construction method
CN202519591U (en) * 2012-04-19 2012-11-07 北京鑫畅路桥建设有限公司 Movable operation platform

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KR100634848B1 (en) * 2005-04-27 2006-10-19 주식회사 벤트코리아 Bridge construction method using main girder launching system equipped with temporary vent
CN101126223A (en) * 2007-09-17 2008-02-20 中铁二局股份有限公司 Mobile integral construction platform, construction method thereof and special sling for the same
JP2011157720A (en) * 2010-02-01 2011-08-18 Fujita Corp Method for constructing railway reinforced concrete rigid-frame structure viaduct
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CN202519591U (en) * 2012-04-19 2012-11-07 北京鑫畅路桥建设有限公司 Movable operation platform

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