CN104195953B - Method and device for overall lateral removal of beam-type supports at the bottom plate of bridges - Google Patents
Method and device for overall lateral removal of beam-type supports at the bottom plate of bridges Download PDFInfo
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- CN104195953B CN104195953B CN201410437576.4A CN201410437576A CN104195953B CN 104195953 B CN104195953 B CN 104195953B CN 201410437576 A CN201410437576 A CN 201410437576A CN 104195953 B CN104195953 B CN 104195953B
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Abstract
一种桥梁底板部位梁式支架整体横向移出的方法及装置,属于桥梁建筑技术领域,其方法是:a.在梁体上安装三组同样的吊装组合设备;b.每组吊装组合设备主要是由卷扬机、钢丝绳、导向滑轮、电动葫芦组成。c.在桥梁的梁体中线上,两侧梁端和跨中位置处分别安装可正反转的电动卷扬机,并将它们与梁面和彼此固定连接牢固,在钢丝绳与梁体接触的地方安装导向滑轮,在梁体底板处的钢丝绳上适当位置固定连接电动葫芦;d.最终实现梁式支架在桥梁梁体底部左右移动,以达到将梁式支架移出梁体底板部位,完成梁式支架横移工作,保证了梁式支架拆卸安全。有益效果是:不仅可以大大节省梁式支架横向移出梁体底部的时间,同时降低施工成本,而且可以大大降低安全风险。
A method and device for laterally moving out a whole beam-type support at the bottom plate of a bridge, which belongs to the technical field of bridge construction. It is composed of hoist, wire rope, guide pulley and electric hoist. c. On the center line of the beam body of the bridge, install reversible electric winches at the beam ends and mid-span positions on both sides, and fix them firmly with the beam surface and each other, and install them at the place where the wire rope contacts the beam body The guide pulley is fixedly connected to the electric hoist at an appropriate position on the steel wire rope at the bottom of the beam; d. Finally, the beam support moves left and right at the bottom of the bridge beam, so as to move the beam support out of the bottom of the beam and complete the horizontal movement of the beam support. The shifting work ensures the safety of the beam support disassembly. The beneficial effect is: not only can greatly save the time for the beam support to move laterally out of the bottom of the beam body, but also reduce construction costs, and can greatly reduce safety risks.
Description
技术领域 technical field
本发明属于桥梁建筑技术领域。 The invention belongs to the technical field of bridge construction.
背景技术 Background technique
梁式支架作为现浇桥梁施工常用的一种支架形式,由于其对路面交通的干扰少、整体性好、刚度大等特点一直以来倍受工程技术人员所青睐。而目前就梁式支架的拆卸方法和设备来说,只是借助于轮胎式吊车和简单的辅助工具进行拆卸,这样的高空作业危险性极大,稍有不慎整个梁式支架将会从高空坠下对地面人员和设备构成极大的威胁,而这种威胁不是来源于梁式支架的提降过程,而是来自将梁式支架从梁体的底部横向移出到可以用吊车吊起的区域内(桥梁的翼缘板下方)这一过程,实践也证明了,这个从梁体底部把梁式支架整体横向移出的过程是整个桥梁支架拆除最关键、最危险的时刻,它直接影响整个桥梁施工的进度。 As a commonly used form of support for cast-in-place bridge construction, beam support has always been favored by engineers and technicians because of its less interference to road traffic, good integrity, and high rigidity. At present, as far as the dismantling method and equipment of the beam bracket are concerned, only a tire crane and simple auxiliary tools are used for disassembly. Such high-altitude operations are extremely dangerous. This poses a great threat to ground personnel and equipment, and this threat does not come from the lifting process of the beam support, but from the lateral movement of the beam support from the bottom of the beam body to the area where it can be lifted by a crane (Below the flange plate of the bridge) This process has also been proved by practice. The process of moving the beam support from the bottom of the beam body laterally is the most critical and dangerous moment for the removal of the entire bridge support, which directly affects the entire bridge construction. progress.
发明内容 Contents of the invention
本发明的目的是:提供一种桥梁底板部位梁式支架整体横向移出的方法及装置,它不仅可以节省梁式支架横向移出梁体底部的时间,降低施工成本,而且可以大大降低安全风险。 The purpose of the present invention is to provide a method and device for horizontally moving out the entire beam-type support at the bottom of the bridge, which can not only save the time for the beam-type support to move out of the bottom of the beam body laterally, reduce construction costs, but also greatly reduce safety risks.
本发明的方法是: The method of the present invention is:
a.当砂桶卸砂后桥梁翼缘板下方的梁式支架拆卸完毕,将吊装组合设备通过纵桥方向两侧梁端和跨中的泄水孔抱箍在梁体上,安装三组同样的吊装组合设备,具体安装位置分别位于纵桥方向两侧梁端和跨中位置处; a. After the sand bucket is unloaded, the beam support under the bridge flange plate is disassembled, and the hoisting combination equipment is hooped on the beam body through the girder ends on both sides of the longitudinal bridge direction and the drain hole in the mid-span, and three sets of the same The specific installation positions are respectively located at the beam ends and mid-span positions on both sides of the longitudinal bridge direction;
b.每组吊装组合设备主要是由卷扬机、钢丝绳、导向滑轮、电动葫芦组成。 b. Each set of hoisting combination equipment is mainly composed of hoist, wire rope, guide pulley and electric hoist.
c.待所述梁体完成合格后,以所述梁体作为吊装组合设备安设的母体进行吊装组合设备的安装工作;首先,在沿桥梁的梁体中线上,分别在顺桥方向两侧梁端和跨中位置处安装可正反转的电动卷扬机,并将它们与梁面连接牢固,其次,给每个卷扬机安装合适长度的钢丝绳,并在钢丝绳与梁体接触的地方安装导向滑轮,以防止钢丝绳在工作过程中对梁体造成磨损伤害,最后,在梁体底板处的钢丝绳上适当位置固定连接电动葫芦,使得电动葫芦可以在卷扬机正反转的时候也可以随之左右移动; c. After the beam body is completed and qualified, use the beam body as the parent body of the hoisting combination equipment to install the hoisting combination equipment; first, on the center line of the beam body along the bridge, on both sides in the direction of the bridge Install reversible electric hoists at the beam end and mid-span, and connect them firmly to the beam surface. Secondly, install a suitable length of wire rope for each hoist, and install guide pulleys where the wire rope contacts the beam body. In order to prevent the wire rope from causing wear and damage to the beam body during the working process, finally, the electric hoist is fixedly connected to the wire rope at the bottom plate of the beam body at an appropriate position, so that the electric hoist can also move left and right when the hoist is reversing;
d.通过以上组合设备,最终实现梁式支架在桥梁梁体底部左右移动,以达到将梁式支架移出梁体底板部位,完成梁式支架横移工作,保证了梁式支架拆卸安全; d. Through the above combined equipment, the beam support can finally move left and right at the bottom of the bridge beam, so as to move the beam support out of the bottom plate of the beam body, complete the horizontal movement of the beam support, and ensure the safety of the beam support disassembly;
e.当每组梁式支架被横移到桥梁翼缘板下方后,再由轮胎式起吊机吊落于地面。 e. After each group of beam supports is moved horizontally to the bottom of the bridge flange, it is hoisted to the ground by a tire crane.
本发明装置的技术方案是:吊装组合设备通过纵桥方向两侧梁端和跨中的泄水孔抱箍在梁体上,安装三组同样的吊装组合设备,具体安装位置分别位于纵桥方向两侧梁端和跨中位置处;以本梁体作为吊装组合设备安设的母体进行吊装组合设备的安装;沿桥梁的梁体中线在顺桥方向的两侧梁端和跨中位置处分别安装可正反转的电动卷扬机,并将它们与梁面连接牢固,给每个卷扬机安装钢丝绳,并在钢丝绳与梁体接触的地方安装导向滑轮,在梁体底板处的钢丝绳上固定连接电动葫芦,使得电动葫芦在卷扬机正反转时也随之左右移动。 The technical scheme of the device of the present invention is: the hoisting combined equipment is hooped on the beam body through the girder ends on both sides of the longitudinal bridge direction and the drain holes in the middle of the span, and three groups of the same hoisting combined equipment are installed, and the specific installation positions are respectively located in the direction of the longitudinal bridge. At the beam ends and mid-span positions on both sides; use the beam body as the parent body for the hoisting combined equipment installation to install the hoisting combined equipment; along the beam centerline of the bridge at the beam ends and mid-span positions on both sides along the bridge Install reversible electric winches, and connect them firmly to the beam surface, install wire ropes for each winch, and install guide pulleys where the wire ropes contact the beam body, and connect the electric hoist to the wire rope at the bottom plate of the beam body , so that the electric hoist also moves left and right when the hoist is reversing.
本发明的有益效果是:采用这种桥梁底板部位梁式支架整体横向移出的方法及装置,不仅可以大大节省梁式支架横向移出梁体底部的时间,同时降低施工成本,而且可以大大降低安全风险。 The beneficial effects of the present invention are: adopting the method and device for horizontally moving out the entire beam-type bracket at the bottom plate of the bridge can not only greatly save the time for the beam-type bracket to move out laterally from the bottom of the beam body, but also reduce construction costs and greatly reduce safety risks .
附图说明 Description of drawings
图1是本发明局部桥梁结构主视图; Fig. 1 is the partial bridge structure front view of the present invention;
图2是本发明在横断梁体中结构图; Fig. 2 is a structural diagram of the present invention in a transverse beam body;
图3是本发明在施工中整体系统示意图。 Fig. 3 is a schematic diagram of the overall system of the present invention during construction.
具体实施方式 detailed description
实施例1 Example 1
下面结合附图对本发明做进一步描述: The present invention will be further described below in conjunction with accompanying drawing:
如图所示,其中,1是泄水孔、2是梁体、3是墩身、4是基础、5是卷扬机、6是锚固系统、7是导向滑轮、8是钢丝绳、9是横向连接、10是钢横梁、11是贝雷片、12是钢支墩、13是沙桶、14是电动葫芦。 As shown in the figure, 1 is the drain hole, 2 is the beam body, 3 is the pier body, 4 is the foundation, 5 is the winch, 6 is the anchor system, 7 is the guide pulley, 8 is the wire rope, 9 is the horizontal connection, 10 is a steel crossbeam, 11 is a Bailey piece, 12 is a steel buttress, 13 is a sand barrel, and 14 is an electric hoist.
现以贝雷梁为对象介绍这种桥梁底板部位梁式支架整体横向移出的方法及装置,该装置是充分利用了梁体本身来完成任务的。其主要技术指标如下: Taking the Bailey beam as an object, the method and device for the overall horizontal removal of the beam support at the bottom of the bridge are introduced. The device makes full use of the beam itself to complete the task. Its main technical indicators are as follows:
1.当砂桶12卸砂后桥梁翼缘板下方的梁式支架拆卸完毕,将吊装组合设备通过两侧梁端和跨中的泄水孔1抱箍在梁体2上,一般安装三组同样的吊装组合设备,具体安装位置分别位于:两侧梁端L/4(L-梁体长度)和跨中位置处,如图1所示。 1. After the sand bucket 12 is unloaded, the beam support under the bridge flange plate is disassembled, and the hoisting combination equipment is hooped on the beam body 2 through the girder ends on both sides and the drain hole 1 in the middle of the span. Generally, three sets are installed. The specific installation positions of the same hoisting combination equipment are respectively located at the beam end L/4 (L-beam length) on both sides and the mid-span position, as shown in Figure 1.
2.每组吊装组合设备主要是由可正反转的卷扬机、多条钢丝绳、多个导向滑轮、六个电动葫芦(要求所有设备、器具型号和功率等完全一致;三个卷扬机可以实现同步控制)。 2. Each group of hoisting combined equipment is mainly composed of a reversible winch, multiple wire ropes, multiple guide pulleys, and six electric hoists (requires that all equipment, appliance models and power are completely consistent; three hoists can realize synchronous control ).
3.待该孔梁体2完成合格后,以本梁体2作为吊装组合设备安设的母体进行吊装组合设备的安装工作。首先,在桥梁的梁体2中线上,两侧梁端L/4(L-梁体长度)和跨中位置处分别安装可正反转的电动卷扬机5,并将它们与梁面和彼此固定连接牢固,如图2;其次,给每个卷扬机安装合适长度的钢丝绳8,并在钢丝绳8与梁体2接触的地方安装导向滑轮7,以防止钢丝绳8在工作过程中对梁体2造成磨损伤害,如图2;最后,在梁体2底板处的钢丝绳8上适当位置固定连接电动葫芦14,使得电动葫芦14可以在卷扬机5正反转的时候也可以随之左右移动,并保证两者之间连接牢固,如图2。 3. After the hole beam body 2 is completed and qualified, the beam body 2 is used as the parent body for the installation of the hoisting combined equipment to carry out the installation work of the hoisting combined equipment. First, on the center line of the beam body 2 of the bridge, the two sides of the beam end L/4 (L-the length of the beam body) and the mid-span positions respectively install electric hoists 5 that can be reversing forward and reverse, and fix them to the beam surface and to each other The connection is firm, as shown in Figure 2; secondly, install a steel wire rope 8 of appropriate length for each hoist, and install a guide pulley 7 at the place where the steel wire rope 8 contacts the beam body 2, so as to prevent the steel wire rope 8 from causing wear to the beam body 2 during the working process damage, as shown in Figure 2; finally, the electric hoist 14 is fixedly connected to the appropriate position on the steel wire rope 8 at the bottom plate of the beam body 2, so that the electric hoist 14 can also move left and right when the hoist 5 is reversing, and ensure that both The connection between them is firm, as shown in Figure 2.
4.通过以上组合设备,最终实现梁式支架在桥梁梁体底部左右移动,以达到将梁式支架移出梁体底板部位,完成梁式支架横移工作,保证了梁式支架拆卸安全,如图3。 4. Through the above combined equipment, the beam support can finally move left and right at the bottom of the bridge beam, so as to move the beam support out of the bottom plate of the beam body, complete the horizontal movement of the beam support, and ensure the safety of the beam support disassembly, as shown in the figure 3.
5.当每组梁式支架被横移到桥梁翼缘板下方后,再由轮式起吊机吊落于地面,如图3。 5. After each group of beam supports is moved horizontally to the bottom of the bridge flange, it is hoisted to the ground by a wheeled crane, as shown in Figure 3.
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| CN108374351B (en) * | 2018-05-17 | 2020-09-04 | 中交一公局厦门工程有限公司 | Simple hoisting device and method for dismantling box girder bailey pieces |
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| SU1162887A1 (en) * | 1983-06-23 | 1985-06-23 | Государственный Ордена Трудового Красного Знамени Проектно-Изыскательский Институт По Проектированию И Изысканиям Больших Мостов "Гипротрансмост" | Apparatus for mounting from suspension a bridge span structure assembled of blocks |
| JP2000186310A (en) * | 1998-12-22 | 2000-07-04 | Shinko Wire Co Ltd | Construction method for structures |
| CN203188125U (en) * | 2013-03-19 | 2013-09-11 | 浙江省交通工程建设集团有限公司 | Side-sliding system of cable crane towers |
| CN103362070B (en) * | 2013-08-05 | 2014-07-23 | 湖南省建筑工程集团总公司 | Cable saddle transverse moving system of large-tonnage cable crane and cable saddle transverse moving method |
| CN103924529B (en) * | 2014-04-28 | 2015-12-02 | 中铁十局集团建筑工程有限公司 | A kind of rolling towed equipment and construction method thereof |
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Effective date of registration: 20240509 Address after: 214513 No. 88, Cargo Station Road, Xingang District, Xingang City, Jingjiang City, Taizhou City, Jiangsu Province Patentee after: China Railway Construction Bridge Engineering Bureau Group Jingjiang Heavy Industry Co.,Ltd. Country or region after: China Address before: China Railway Construction Bridge Engineering Bureau Group Co., Ltd., No. 32 Konggang Middle Ring West Road, Dongli District, Tianjin, 300300 Patentee before: CHINA RAILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP Co.,Ltd. Country or region before: China |