CN209177842U - Fixed system - Google Patents

Fixed system Download PDF

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Publication number
CN209177842U
CN209177842U CN201821986463.XU CN201821986463U CN209177842U CN 209177842 U CN209177842 U CN 209177842U CN 201821986463 U CN201821986463 U CN 201821986463U CN 209177842 U CN209177842 U CN 209177842U
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floor
limit assembly
support frame
cross
limit
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张少伟
张波
谷志旺
王伟茂
陈雪峡
孙沈鹏
任瑛楠
蔡观生
何娇
王佳伟
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Shanghai Construction No 4 Group Co Ltd
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Shanghai Construction No 4 Group Co Ltd
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Abstract

本实用新型公开了一种固定系统,包括支撑架(1),用于安装限位组件(2),并与起吊设备(3)连接;限位组件(2),安装在所述支撑架(1)上,用于穿过待拆除楼板(4),对所述待拆除楼板(4)进行水平限位;所述限位组件(2)包括限位杆(202),所述限位杆(202)转动安装在所述限位组件(2)的底端,所述限位杆(2)随所述限位组件(2)穿过所述待拆除楼板(4),并从底部支撑所述待拆除楼板(4)。本实用新型目的在于提供一种固定系统,解决楼板在拆除过程中钢丝绳易磨损,吊运平稳度控制困难,以及使用成本较高等问题。

The utility model discloses a fixing system, which comprises a support frame (1), which is used for installing a limit assembly (2) and is connected with a lifting device (3); the limit assembly (2) is installed on the support frame ( 1), used to pass through the floor (4) to be removed, and horizontally limit the floor (4) to be removed; the limit assembly (2) includes a limit rod (202), and the limit rod (202) Rotately installed at the bottom end of the limit assembly (2), the limit rod (2) passes through the floor (4) to be removed along with the limit assembly (2), and is supported from the bottom The floor slab (4) to be removed. The purpose of the utility model is to provide a fixing system, which solves the problems that the wire rope is easy to wear during the demolition process of the floor, difficult to control the smoothness of lifting, and high use cost.

Description

固定系统fixed system

技术领域technical field

本实用新型属于工程拆除技术领域,具体涉及一种固定系统。The utility model belongs to the technical field of engineering demolition, in particular to a fixing system.

背景技术Background technique

目前,大型及特大型城市逐步迈入城市更新的发展阶段,越来越多的建筑存在结构改造的实际需求,而对原结构楼板进行拆除成为结构改造施工的重要环节。通常情况下,对结构楼板进行机械拆除,主要采用链锯和片锯切割方式,而在切割、吊运过程中,对楼板的可靠固定至关重要。传统方法主要采用钢丝绳套牢固定,基本过程为:1)预先在楼板角部开设四个洞口;2)将钢丝绳通过洞口从板底下绕后穿出;3)钢丝绳上端套入吊钩,吊钩上行使钢丝绳拉紧受力,从而保证在楼板在切割、吊运过程中保持水平不发生倾覆。At present, large and super-large cities are gradually entering the development stage of urban renewal. More and more buildings have actual needs for structural transformation, and the demolition of the original structural floor has become an important part of structural transformation. Normally, chain saws and blade saws are mainly used for mechanical demolition of structural floors. During the cutting and lifting process, the reliable fixing of the floor slab is very important. The traditional method mainly uses steel wire rope sets to fix it. The basic process is: 1) Open four holes in the corners of the floor in advance; Use the steel wire rope to tighten the force, so as to ensure that the floor is kept horizontal and does not overturn during the cutting and lifting process.

然而受场地条件、建筑类型、吊运环境等因素影响,传统的楼板固定措施在使用过程中呈现出一些弊端和不足:However, affected by site conditions, building type, lifting environment and other factors, the traditional floor fixing measures show some disadvantages and shortcomings in the process of use:

(1)拆除工作量大,钢丝绳易发生磨损,存在较大安全隐患;(1) The workload of dismantling is heavy, and the steel wire rope is prone to wear and tear, which has great potential safety hazards;

(2)混凝土预先开孔后,与钢丝绳接触的孔边混凝土较为松散,在钢丝绳挤压力作用下容易剥落,散落物容易引发坠落物打击事故,同时楼板易发生晃动、倾斜、摇摆,钢丝绳拉力骤增,增加吊运安全风险;(2) After the concrete is pre-drilled, the concrete at the edge of the hole in contact with the steel wire rope is relatively loose, and it is easy to peel off under the extrusion force of the steel wire rope. Sudden increase, increasing the safety risk of lifting;

(3)对于大空间、大跨度、高净空类建筑(如大剧院、体育馆、展览馆等),为拆除此类建筑顶部水平结构,需在楼板下方搭设脚手架作为操作平台,脚手架高度大,脚手架安装及拆除工作量大,不利于节约工期和成本;若只在楼板上部进行拆除作业,钢丝绳难以从楼板底绕出,无法对楼板进行套牢固定。(3) For large-space, long-span, high-clearance buildings (such as grand theaters, gymnasiums, exhibition halls, etc.), in order to remove the horizontal structure on the top of such buildings, it is necessary to set up scaffolding under the floor as an operating platform. The installation and dismantling workload is heavy, which is not conducive to saving the construction period and cost; if the dismantling operation is only performed on the upper part of the floor slab, it is difficult for the steel wire rope to be wound out from the bottom of the floor slab, and the floor slab cannot be firmly fixed.

实用新型内容Utility model content

因此,本实用新型目的在于提供一种固定系统,解决楼板在拆除过程中钢丝绳易磨损,吊运平稳度控制困难,以及使用成本较高等问题。Therefore, the purpose of the utility model is to provide a fixing system, which solves the problems that the wire rope is easy to wear during the demolition process of the floor, difficult to control the smoothness of lifting, and high cost of use.

为了解决上述问题,本实用新型提供一种固定系统,包括:In order to solve the above problems, the utility model provides a fixing system, including:

支撑架1,用于安装限位组件2,并与起吊设备3连接;The support frame 1 is used to install the limit assembly 2 and connect with the lifting device 3;

限位组件2,安装在支撑架1上,用于穿过待拆除楼板4,对待拆除楼板4进行水平限位;The limit component 2 is installed on the support frame 1, and is used to pass through the floor 4 to be removed, and limit the horizontal position of the floor 4 to be removed;

限位组件2包括限位杆202,限位杆202转动安装在限位组件2的底端,限位杆202随限位组件2穿过待拆除楼板4,并从底部支撑待拆除楼板4。The limit assembly 2 includes a limit rod 202, which is rotatably mounted on the bottom of the limit assembly 2. The limit rod 202 passes through the floor 4 to be removed along with the limit assembly 2, and supports the floor 4 to be removed from the bottom.

本实用新型的目的及解决其技术问题还可采用以下技术措施进一步实现。The purpose of the utility model and the solution to its technical problems can also be further realized by adopting the following technical measures.

优选的,限位组件2为至少三个,至少三个的限位组件2在水平方向呈三角形排布,以平衡支撑待拆除楼板4。Preferably, there are at least three limiting components 2, and the at least three limiting components 2 are arranged in a triangle in the horizontal direction to support the floor 4 to be removed in a balanced manner.

优选的,支撑架1上设有至少一个的吊环104。Preferably, at least one suspension ring 104 is provided on the support frame 1 .

优选的,支撑架1采用钢结构;限位组件2采用钢结构。Preferably, the support frame 1 adopts a steel structure; the limit assembly 2 adopts a steel structure.

优选的,支撑架1包括:Preferably, the support frame 1 includes:

至少一个的第一横向支撑101;at least one first lateral support 101;

至少一个的第二横向支撑102;at least one second lateral support 102;

至少一个的第一横向支撑101与至少一个第二横向支撑102通过第一连接螺栓103固定安装成桁架结构。At least one first transverse support 101 and at least one second transverse support 102 are fixedly installed through first connecting bolts 103 to form a truss structure.

优选的,限位组件2通过第二连接螺栓201安装在第二横向支撑102,和/或第一横向支撑101上。Preferably, the limit assembly 2 is installed on the second lateral support 102 and/or the first lateral support 101 through the second connecting bolt 201 .

优选的,支撑架1包括两个第二横向支撑102、一个第一横向支撑101,两个第二横向支撑102分别安装在第一横向支撑101的两端,第一横向支撑101与两个第二横向支撑102构成工字形桁架;每个第二横向支撑102上分别还设有两个吊环104。Preferably, the support frame 1 includes two second lateral supports 102 and a first lateral support 101, and the two second lateral supports 102 are respectively installed at both ends of the first lateral support 101, and the first lateral support 101 and the two second lateral supports The two transverse supports 102 form an I-shaped truss; each second transverse support 102 is provided with two suspension rings 104 respectively.

优选的,限位组件2为四个,每个第二横向支撑102的两端部均安装有一个限位组件2。Preferably, there are four limiting components 2 , and one limiting component 2 is installed at both ends of each second transverse support 102 .

本实用新型提供的固定系统至少具有下列有益效果:The fixing system provided by the utility model has at least the following beneficial effects:

本实用新型实施例提供的固定系统,代替钢丝绳固定楼板,克服钢丝绳易磨损,钢丝绳对楼板套固稳定性差,吊运过程中楼板平衡难以控制的问题,采用多组限位组件对楼板进行多点水平和竖直限位固定,安装方便,可靠性高,便于跟起吊设备等配合使用。The fixing system provided by the embodiment of the utility model replaces the steel wire rope to fix the floor, overcomes the problems that the steel wire rope is easy to wear, the steel wire rope has poor stability on the floor, and the balance of the floor is difficult to control during the lifting process. Horizontal and vertical limit fixed, easy installation, high reliability, easy to use with lifting equipment.

本实用新型实施提供的固定系统组装方便,能够根据不同待拆除楼板尺寸随时调整固定系统尺寸,结构简单耐用,可定型化生产,可重复使用,资源利用率高。The fixing system provided by the utility model is easy to assemble, and the size of the fixing system can be adjusted at any time according to the size of different floor slabs to be removed.

附图说明Description of drawings

图1为本实用新型实施例的固定系统的结构示意图;Fig. 1 is the structural representation of the fixing system of the utility model embodiment;

图2为本实用新型实施例的固定系统支撑架的结构示意图;Fig. 2 is the structural schematic diagram of the support frame of the fixing system of the utility model embodiment;

图3为本实用新型实施例的固定系统限位组件的结构示意图;Fig. 3 is a schematic structural view of the fixing system limit assembly of the embodiment of the present invention;

图4为本实用新型实施例的固定系统与起吊设备连接示意图;Fig. 4 is a schematic diagram of the connection between the fixing system and the lifting device of the embodiment of the present invention;

图5为本实用新型实施例的楼板拆除吊运方法的待拆除楼板底部固定示意图;Fig. 5 is a schematic diagram of fixing the bottom of the floor to be removed in the floor removal and lifting method of the embodiment of the utility model;

图6为本实用新型实施例的楼板拆除吊运方法的吊运状态示意图。Fig. 6 is a schematic diagram of the hoisting state of the floor demolition hoisting method according to the embodiment of the present invention.

附图标记表示为:The reference signs are indicated as:

1、支撑架;2、限位组件;3、起吊设备;4、待拆除楼板;101、第一横向支撑;102、第二横向支撑;103、第一连接螺栓;104、吊环;201、第二连接螺栓;202、限位杆;203、固定轴;204、滑动套;301、钢丝绳;401、楼板洞口。1. Support frame; 2. Limiting component; 3. Lifting equipment; 4. Floor to be removed; 101. First lateral support; 102. Second lateral support; 103. First connecting bolt; 104. Lifting ring; 201. Second lateral support Two connecting bolts; 202, limit rod; 203, fixed shaft; 204, sliding sleeve; 301, steel wire rope; 401, floor hole.

具体实施方式Detailed ways

结合图1至图4所示,根据本实用新型的实施例,本实用新型提供一种固定系统,包括:As shown in Figures 1 to 4, according to an embodiment of the utility model, the utility model provides a fixing system, including:

支撑架1,用于安装限位组件2,并与起吊设备3连接;The support frame 1 is used to install the limit assembly 2 and connect with the lifting device 3;

限位组件2,安装在支撑架1上,用于穿过待拆除楼板4,对待拆除楼板4进行水平限位;The limit component 2 is installed on the support frame 1, and is used to pass through the floor 4 to be removed, and limit the horizontal position of the floor 4 to be removed;

限位组件2包括限位杆202,限位杆202转动安装在限位组件2的底端,限位杆202随限位组件2穿过待拆除楼板4,并从底部支撑待拆除楼板4。The limit assembly 2 includes a limit rod 202, which is rotatably mounted on the bottom of the limit assembly 2. The limit rod 202 passes through the floor 4 to be removed along with the limit assembly 2, and supports the floor 4 to be removed from the bottom.

本实用新型的固定系统,主要用于工程拆除中,对楼板的拆除作业。The fixing system of the utility model is mainly used for demolition of floor slabs in engineering demolition.

在传统方法中,楼板拆除前,需使用钢丝绳将楼板绕住,但钢丝绳易磨损,钢丝绳套固楼板时,楼板边缘受挤压可能会发生崩碎,散落物容易引发坠落物打击事故,同时钢丝绳拉力骤增,带来安全隐患;又因其柔质特性,被吊运的楼板时常会打转,甚至发生倾覆,施工安全无法有效保证。In the traditional method, before the floor slab is demolished, it is necessary to use steel wire ropes to wrap the floor slab, but the steel wire rope is easy to wear and tear. The sudden increase in tension brings potential safety hazards; and because of its soft nature, the floor being hoisted often spins or even overturns, and construction safety cannot be effectively guaranteed.

本实用新型的固定系统采用贯穿式方法,通过限位组件2穿过待拆除楼板4,限位组件2对待拆除楼板4提供水平限位,通过限位组件2底端的限位杆202对待拆除楼板4提供竖向支撑,对楼板进行多点的水平和竖直限位固定,固定效果好,安全系数高。The fixing system of the present utility model adopts a penetrating method, through which the limit assembly 2 passes through the floor 4 to be removed, the limit assembly 2 provides horizontal limit for the floor 4 to be removed, and the floor slab to be removed is passed through the limit rod 202 at the bottom of the limit assembly 2 4 Provide vertical support, and fix the floor with multi-point horizontal and vertical limit, with good fixing effect and high safety factor.

本实用新型的目的及解决其技术问题还可采用以下技术措施进一步实现。The purpose of the utility model and the solution to its technical problems can also be further realized by adopting the following technical measures.

本实施中,采用的限位组件2至少为三个,且基于三点确定一个平面的原理,至少三个的限位组件2在水平方向呈三角形排布,支撑架1通过至少三个的限位组件2与待拆除楼板4连接,平衡支撑待拆除楼板4,保证待拆除楼板4的固定或吊运的稳定性。In this implementation, at least three limiting components 2 are used, and based on the principle of determining a plane at three points, at least three limiting components 2 are arranged in a triangle in the horizontal direction, and the support frame 1 passes through at least three limiting components. The bit assembly 2 is connected to the floor 4 to be removed, and supports the floor 4 to be removed in a balanced manner, so as to ensure the stability of fixing or lifting of the floor 4 to be removed.

由于本实施例的固定系统需要借助起吊设备3进行吊运,在支撑架1上至少要设置一个吊环104。Since the fixing system of this embodiment needs to be hoisted by means of the lifting device 3 , at least one lifting ring 104 must be provided on the supporting frame 1 .

考虑到本实用新型的固定系统,使用场合为工程施工现场,工作环境较为恶劣,固定系统还需要承担较大的受力,支撑架1与限位组件2优选采用钢结构,可以是高强度钢材或超高强度钢。钢质结构结实耐用,能够保证足够的强度,避免在吊运过程中因结构破损发生安全事故。Considering that the fixing system of the present utility model is used at the engineering construction site, and the working environment is relatively harsh, the fixing system also needs to bear a large force. The support frame 1 and the limit assembly 2 are preferably made of steel structure, which can be high-strength steel or ultra-high-strength steel. The steel structure is strong and durable, and can ensure sufficient strength to avoid safety accidents due to structural damage during lifting.

本实用新型实施例中的支撑架1、限位组件2、吊环104还可以采用其他强度较高的材料制作,如高强度的合金材料、高分子材料等,不应理解为仅限钢材料。The support frame 1, the limit assembly 2, and the suspension ring 104 in the embodiment of the utility model can also be made of other high-strength materials, such as high-strength alloy materials, polymer materials, etc., and should not be understood as limited to steel materials.

本实施例中,支撑架1作为支撑、受力元件,优选采用桁架结构,可以是水平桁架,或者立体桁架。桁架结构更加稳定,整体受力强度大,还可以保证限位组件2有足够的安装位置和工作空间。In this embodiment, the supporting frame 1 is used as a supporting and force-bearing element, and preferably adopts a truss structure, which may be a horizontal truss or a three-dimensional truss. The truss structure is more stable, the overall stress strength is large, and it can also ensure that the limit component 2 has enough installation position and working space.

支撑架1包括至少一个的第一横向支撑101;The support frame 1 includes at least one first transverse support 101;

至少一个的第二横向支撑102;at least one second lateral support 102;

至少一个的第一横向支撑101与至少一个的第二横向支撑102固定安装成桁架结构。优选采用第一连接螺栓103进行螺栓连接,便于拆装。还可以采用焊接、铆接、插接等方式安装。At least one first transverse support 101 and at least one second transverse support 102 are fixedly installed to form a truss structure. Preferably, the first connecting bolts 103 are used for bolt connection, which is convenient for assembly and disassembly. It can also be installed by welding, riveting, plugging, etc.

当采用一个第二横向支撑102和一个第一横向支撑101时,优选的固定安装成十字形桁架,可以保证桁架受力平衡,也可以根据待拆除楼板4的形状,固定安装成其它形状,如T形或L形。When a second transverse support 102 and a first transverse support 101 are used, they are preferably fixedly installed as a cross-shaped truss, which can ensure the force balance of the truss, and can also be fixedly installed into other shapes according to the shape of the floor 4 to be removed, such as T-shape or L-shape.

支撑架1桁架结构的选择,可以根据待拆除楼板4的形状、重心位置等进行合理选择,例如平面楼板采用平面桁架,但较厚重平面的,可以采用立体桁架以增加结构强度;再如,厚度不均或表面不规则的楼板,支撑架1可以采用异性结构,以平衡各限位组件2安装点的受力。The selection of the truss structure of the support frame 1 can be reasonably selected according to the shape and center of gravity of the floor 4 to be removed. For example, a plane truss is used for a flat floor, but a three-dimensional truss can be used for a thicker plane to increase the structural strength; For floors with uneven or irregular surfaces, the support frame 1 can adopt a heterogeneous structure to balance the stress on the installation points of the limiting components 2 .

本实施例中优选的,支撑架1包括两个第二横向支撑102、一个第一横向支撑101,两个第二横向支撑102分别安装在第一横向支撑101的两端,第一横向支撑101与两个第二横向支撑102构成工字形桁架;两个第二横向支撑102上分别还设有两个吊环104。Preferably in this embodiment, the support frame 1 includes two second lateral supports 102 and a first lateral support 101, and the two second lateral supports 102 are respectively installed at both ends of the first lateral support 101, and the first lateral support 101 It forms an I-shaped truss with the two second transverse supports 102; two suspension rings 104 are respectively provided on the two second transverse supports 102.

工字形的支撑架1结构简单,通过螺栓固定连接,便于拆装,工字形桁架整体平衡性较好,且有助于限位组件2和吊环104的安装布置,在吊运过程中能够保证较好的平面稳定性。The I-shaped support frame 1 has a simple structure and is fixedly connected by bolts, which is convenient for disassembly and assembly. Good planar stability.

限位组件2可以通过第二连接螺栓201安装在第二横向支撑102,和/或第一横向支撑101上。The limit assembly 2 can be installed on the second lateral support 102 and/or the first lateral support 101 through the second connecting bolt 201 .

本实施例中,优选的限位组件2为四个,每个第二横向支撑102的两个端部均安装有一个限位组件2,即四个限位组件2两两对称、均匀的分布在工字形桁架上,四个限位组件2构成四边形的中心与支撑架1中心对应,两者的重心垂直重合,支撑架1上安装四个吊环104,正好也与两者重心重合,吊运过程中能够保证较好的稳定性。In this embodiment, there are preferably four limiting components 2, and one limiting component 2 is installed at both ends of each second lateral support 102, that is, the four limiting components 2 are symmetrically and evenly distributed in pairs On the I-shaped truss, the center of the quadrilateral formed by the four limit components 2 corresponds to the center of the support frame 1. The centers of gravity of the two coincide vertically. Four lifting rings 104 are installed on the support frame 1, which coincide with the center of gravity of the two. A better stability can be ensured in the process.

本实施例采用的限位组件2,还包括穿过待拆除楼板4的固定轴203,固定轴203为待拆除楼板4提供水平限位,并传递竖向拉力。The limit assembly 2 adopted in this embodiment also includes a fixed shaft 203 passing through the floor 4 to be removed. The fixed shaft 203 provides horizontal limit for the floor 4 to be removed and transmits vertical tension.

限位杆202一端转动安装在固定轴203底端,另一端为自由端,限位杆202用于从底部支撑待拆除楼板4。One end of the limiting rod 202 is rotatably mounted on the bottom of the fixed shaft 203, and the other end is a free end. The limiting rod 202 is used to support the floor slab 4 to be removed from the bottom.

限位组件2包括套设在固定轴203外的滑动套204,限位杆202与固定轴203通过连接轴转动连接,滑动套204与限位杆202连接,滑动套204沿固定轴203轴向滑动,则限位杆202自由端绕连接轴转动。The limit assembly 2 includes a sliding sleeve 204 sleeved outside the fixed shaft 203. The limit rod 202 is connected to the fixed shaft 203 through a connecting shaft in rotation. Sliding, the free end of the limiting rod 202 rotates around the connecting shaft.

当滑动套204向上滑动,限位杆202自由端向靠近固定轴203方向转动,直至限位杆202完全抵紧在固定轴203上,此时限位杆202为关闭状态,限位组件2处于非工作状态。When the sliding sleeve 204 slides upwards, the free end of the stop rod 202 rotates in a direction close to the fixed shaft 203 until the stop rod 202 is completely pressed against the fixed shaft 203. working status.

当滑动套204向下滑动,限位杆202自由端向远离固定轴203方向转动,直至限位杆202自由端与固定轴203的水平距离大于楼板洞口401与固定轴203的水平距离,限位杆202可以支撑待拆除楼板4为止,此时限位杆202为打开状态,限位组件处于工作状态。When the sliding sleeve 204 slides downward, the free end of the stop rod 202 rotates away from the fixed shaft 203 until the horizontal distance between the free end of the stop rod 202 and the fixed shaft 203 is greater than the horizontal distance between the floor opening 401 and the fixed shaft 203, and the limit The rod 202 can support the floor 4 to be removed. At this time, the limit rod 202 is in an open state, and the limit assembly is in a working state.

本实施例中限位组件2的限位杆202通过滑动套204操纵转动,操作者可以只在待拆除楼板4上表面就能完成限位组件2对待拆除楼板4的固定,不需要在待拆除楼板4下方进行任何操作,克服了高净空、大跨度等结构建筑,需在下方搭建脚手架等作业平台才能完成钢丝绳下绕的难题,使这类结构建筑的拆除施工更加方便高效,安全性高,并有助于控制工程拆除成本。In this embodiment, the limit rod 202 of the limit assembly 2 is manipulated and rotated by the sliding sleeve 204, and the operator can complete the fixing of the limit assembly 2 to the floor 4 to be removed only on the upper surface of the floor 4 to be removed. Any operation under the floor 4 overcomes the problem of high clearance, large span and other structural buildings, and scaffolding and other working platforms need to be built below to complete the winding down of steel wire ropes, making the demolition and construction of such structural buildings more convenient, efficient, and safe. And help to control the cost of engineering demolition.

本实施例的固定系统,通过平面桁架结构的支撑架1搭载四个限位组件2,四个限位组件2呈正四边形分布,可以实现四点稳定固持待拆除楼板4,支撑架1通过四个吊环104与起吊设备3连接。在起吊设备3的牵拉下,起吊设备3的拉力通过四个吊环104均匀施加在支撑架1上,再通过四个限位组件2垂直传递至待拆除楼板4。In the fixing system of this embodiment, the support frame 1 of the planar truss structure is equipped with four limit components 2, and the four limit components 2 are distributed in a regular quadrilateral, which can realize four-point stable fixing of the floor 4 to be removed. The support frame 1 passes through four The lifting ring 104 is connected to the lifting device 3 . Under the pull of the lifting device 3, the pulling force of the lifting device 3 is evenly applied to the support frame 1 through the four lifting rings 104, and then vertically transmitted to the floor 4 to be removed through the four limit components 2.

本实用新型的固定系统可以单独使用,也可以组合使用,不仅适用于结构楼板的拆除固定,也适用于其它可打孔贯穿的建筑结构。The fixing system of the utility model can be used alone or in combination, and is not only suitable for removing and fixing structural floors, but also suitable for other building structures that can be drilled through.

结合图4至图6所示,根据本实用新型的实施例,本实用新型提供一种采用本实用新型固定系统进行楼板拆除吊运的方法,包括:As shown in Fig. 4 to Fig. 6, according to the embodiment of the present invention, the present invention provides a method for removing and transporting the floor using the fixing system of the present invention, including:

1、在待拆除楼板4上开设楼板洞口401,楼板洞口401尺寸较限位组件2截面稍大;楼板洞口401需要为多个,限位组件2通过多个楼板洞口401为待拆除楼板4提供平衡支撑。楼板洞口401的位置,要根据待测待拆除楼板4尺寸形状,本实施例中针对厚度均的矩形待拆除楼板4,在其四角对称开设四个楼板洞口401。1. A floor opening 401 is provided on the floor 4 to be removed. The size of the floor opening 401 is slightly larger than the section of the limit assembly 2; there must be multiple floor openings 401, and the limit assembly 2 provides the floor 4 to be removed through multiple floor openings 401. Balance support. The position of the floor opening 401 should be determined according to the size and shape of the floor 4 to be demolished. In this embodiment, four floor openings 401 are symmetrically provided at four corners of the rectangular floor 4 to be demolished with uniform thickness.

如待拆除楼板4厚度不均匀或形状不规则,则要综合考虑待拆除楼板4的重心位置,合理分布楼板洞口401,满足多点平衡支撑。If the thickness of the floor 4 to be removed is not uniform or the shape is irregular, the position of the center of gravity of the floor 4 to be removed must be considered comprehensively, and the openings 401 of the floor slab should be reasonably distributed to satisfy multi-point balanced support.

2、组装如图1所示的固定系统;首先安装支撑架1,支撑架1优选为工字形桁架,将四个限位组件2安装至支撑架1上,四个限位组件2的平面布局与四个楼板洞口401平面布局一致,同时支撑架1通过四个吊环104穿过钢丝绳301,与起吊设备3连接。2. Assemble the fixing system shown in Figure 1; first install the support frame 1, the support frame 1 is preferably an I-shaped truss, install the four limit components 2 on the support frame 1, and the planar layout of the four limit components 2 The plane layout of the four floor openings 401 is consistent, and the support frame 1 passes through the wire rope 301 through the four lifting rings 104 and is connected with the lifting device 3 .

在组装本实施例固定系统时,若待拆除楼板4上表面不规则,导致楼板洞口401不处于同一平面,则可以通过将支撑架1设计成贴合待拆除楼板4上表面的不规则形状,也可以采用安装竖直方向高度不同的限位组件2,保证待拆除楼板4在固定和吊运中保持未拆除前的姿态,以确保固定和吊运过程中的平稳性。When assembling the fixing system of this embodiment, if the upper surface of the floor 4 to be removed is irregular, resulting in the opening 401 of the floor not being on the same plane, the support frame 1 can be designed to fit the irregular shape of the upper surface of the floor 4 to be removed, It is also possible to install space-limiting components 2 with different heights in the vertical direction to ensure that the floor slab 4 to be removed maintains the posture before it is removed during fixing and lifting, so as to ensure the stability during fixing and lifting.

3、起吊设备3将固定系统吊起,施工人员在待拆除楼板4上方扶住限位组件2,使固定系统中的限位组件2与楼板洞口401对准,将限位组件2调整在非工作状态。3. The lifting device 3 lifts the fixing system, and the construction personnel hold the limit component 2 above the floor 4 to be removed, align the limit component 2 in the fixing system with the floor opening 401, and adjust the limit component 2 in the non- working status.

在起吊设备3牵引下,使固定系统缓慢下降,将限位组件2插入楼板洞口401中;调整限位组件2,向下推动滑动套204至最底,将限位组件2锁定在工作状态。Under the traction of the lifting device 3, the fixing system is slowly lowered, and the limit assembly 2 is inserted into the floor hole 401; the limit assembly 2 is adjusted, and the sliding sleeve 204 is pushed down to the bottom, and the limit assembly 2 is locked in the working state.

4、控制起吊设备3牵引辅助下,切割待拆除楼板4,完全割离后,通过起吊设备3将待拆除楼板4吊起。4. With the traction assistance of the lifting device 3, the floor 4 to be removed is cut, and after it is completely separated, the floor 4 to be removed is lifted by the lifting device 3.

综上,本实用新型提供的固定系统和楼板拆除吊运方法,克服了工程拆除中楼板固定切割、吊运中钢丝绳固定施工困难,可靠性低,费时费力,成本高等技术问题,还可以适用于高净空、大跨度等结构楼板的安全拆除。固定系统结构本身坚固耐用,可定型化生产,重复利用,具有非常高的实用价值。In summary, the fixing system and floor removal and lifting method provided by the utility model overcome technical problems such as difficulty in construction of floor fixing and cutting in engineering demolition, and steel wire rope fixing in lifting, low reliability, time-consuming and laborious, and high cost, and can also be applied to Safe demolition of structural floors with high headroom and long spans. The structure of the fixing system itself is strong and durable, can be produced in a fixed form, and can be reused, with very high practical value.

本领域的技术人员容易理解的是,在不冲突的前提下,上述各有利方式可以自由地组合、叠加。Those skilled in the art can easily understand that, on the premise of no conflict, the above-mentioned advantageous modes can be freely combined and superimposed.

以上仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本实用新型的保护范围之内。以上仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型技术原理的前提下,还可以做出若干改进和变型,这些改进和变型也应视为本实用新型的保护范围。The above are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present utility model shall be included in the present utility model. within the scope of protection. The above are only preferred embodiments of the present utility model, and it should be pointed out that for those of ordinary skill in the art, some improvements and modifications can also be made without departing from the technical principles of the present utility model. It should also be regarded as the protection scope of the present utility model.

Claims (8)

1. a kind of fixed system characterized by comprising
Support frame (1) is connect for installing limit assembly (2), and with lifting appliance (3);
Limit assembly (2) is mounted on support frame as described above (1), is used for across floor to be removed (4), to the floor to be removed (4) Horizontal limiting is carried out;
The limit assembly (2) includes gag lever post (202), and the gag lever post (202) is rotatably installed in the limit assembly (2) Bottom end, the gag lever post (202) pass through the floor (4) to be removed with the limit assembly (2), and from bottom support it is described to It removes floor (4).
2. fixed system according to claim 1, which is characterized in that the limit assembly (2) be at least three, it is described extremely Few three limit assembly (2) arrangements triangular in shape in the horizontal direction, with balanced support floor to be removed (4).
3. fixed system according to claim 1, which is characterized in that support frame as described above (1) is equipped with hanging at least one Ring (104).
4. fixed system according to claim 1, which is characterized in that support frame as described above (1), limit assembly (2) are all made of Steel construction.
5. fixed system according to claim 1 to 4, which is characterized in that support frame as described above (1) includes:
The first cross-brace (101) of at least one;
The second cross-brace (102) of at least one;
It is described at least one the first cross-brace (101) and it is described at least one the second cross-brace (102) be fixedly mounted At truss structure.
6. fixed system according to claim 5, which is characterized in that the limit assembly (2) is mounted on described at least one In a the second cross-brace (102) and/or at least one first cross-brace (101).
7. fixed system according to claim 5, which is characterized in that support frame as described above (1) includes two second laterally branch (102), first cross-brace (101) are supportted, described two second cross-braces (102) are separately mounted to described first laterally The both ends of (101) are supported, first cross-brace (101) and described two second cross-braces (102) constitute I-shaped purlin Frame;Two hanging rings (104) are additionally provided on each second cross-brace (102) respectively.
8. fixed system according to claim 7, which is characterized in that the limit assembly (2) is four, and each second is horizontal A limit assembly (2) is mounted on to the both ends of support (102).
CN201821986463.XU 2018-11-29 2018-11-29 Fixed system Expired - Fee Related CN209177842U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109368478A (en) * 2018-11-29 2019-02-22 上海建工四建集团有限公司 Fixing system and floor slab removal and lifting method
CN112811300A (en) * 2020-12-30 2021-05-18 泰州福海钢结构有限公司 Ship steel structure hoisting support with limiting structure and convenient to assemble

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109368478A (en) * 2018-11-29 2019-02-22 上海建工四建集团有限公司 Fixing system and floor slab removal and lifting method
CN112811300A (en) * 2020-12-30 2021-05-18 泰州福海钢结构有限公司 Ship steel structure hoisting support with limiting structure and convenient to assemble

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Granted publication date: 20190730