CN206245702U - A kind of hanging construction of beam protection carrier - Google Patents
A kind of hanging construction of beam protection carrier Download PDFInfo
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- CN206245702U CN206245702U CN201621335214.5U CN201621335214U CN206245702U CN 206245702 U CN206245702 U CN 206245702U CN 201621335214 U CN201621335214 U CN 201621335214U CN 206245702 U CN206245702 U CN 206245702U
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Abstract
本实用新型公开了一种悬空横梁施工防护载具,包括设置在悬空横梁侧面的防护筐,防护筐四角设置有立柱,立柱下端连接有底挡;防护筐的与悬空横梁平行的且远离悬空横梁的侧面,设置有连接立柱上半段的作为栏杆的横挡;防护筐连接有直梁,直梁横架在悬空横梁上且两端分别连接防护筐垂直悬空横梁的同一侧面的两个立柱;防护筐靠近悬空横梁的立柱在直梁上方还连接直挡,直梁的端部与同一端的靠近悬空横梁的立柱的上端连接有拉筋。靠近悬空横梁的立柱的内侧设置有卡紧机构。本方案的有益效果可根据对上述方案的叙述得知,结构简单,设计合理,不但提供了施工安全性,而且使施工人员在施工时有了支撑点,从而增加了施工的精度和施工效率。
The utility model discloses a construction protection carrier for a suspended beam, which comprises a protective basket arranged on the side of the suspended beam, four corners of the protective basket are provided with columns, and the lower end of the column is connected with a bottom stop; the protective basket is parallel to the suspended beam and far away from the suspended beam The side of the side is provided with a crosspiece connecting the upper half of the column as a railing; the protective basket is connected with a straight beam, the straight beam is mounted on the suspended beam and the two ends are respectively connected to two columns on the same side of the vertical suspended beam of the protective basket; The upright column of the protective basket close to the suspended beam is also connected with a straight stop above the straight beam, and the end of the straight beam is connected with a tie bar with the upper end of the upright column close to the suspended beam at the same end. A clamping mechanism is arranged on the inner side of the column close to the suspended beam. The beneficial effect of this scheme can be known from the description of the above scheme. The structure is simple and the design is reasonable, which not only provides construction safety, but also enables construction personnel to have a support point during construction, thereby increasing construction accuracy and construction efficiency.
Description
技术领域technical field
本实用新型涉及电站施工领域,尤其涉及一种悬空横梁施工防护载具。The utility model relates to the field of power station construction, in particular to a construction protection carrier for suspended beams.
背景技术Background technique
发电站发电机组等设备由于体型庞大,设置的一些悬空横梁离地较高,施工人员对这些悬空梁进行维护操作时候,非常有危险,而且由于危险性较大,施工时特别谨慎,导致施工效率也不高。目前,在施工中也往往使用起吊机械用保险绳悬吊着施工人员进行操作,这样的施工人员没有支撑点,施工中,用力会造成身体的转动,施工效率受到很大的影响。而且,这样做,起吊机械也一直处于占用状态,浪费设备的使用。Due to the large size of the generator sets and other equipment in power stations, some suspended beams are set high above the ground. It is very dangerous for construction personnel to maintain these suspended beams. Moreover, due to the high risk, they must be particularly cautious during construction, which leads to construction efficiency. Not high either. At present, in construction, lifting machinery is often used to suspend construction personnel with safety ropes for operation. Such construction personnel have no support points. During construction, hard work will cause body rotation, and construction efficiency is greatly affected. And, do like this, hoisting machinery also is in occupied state all the time, waste the use of equipment.
实用新型内容Utility model content
本实用新型是针对现有技术所存在的不足,而提供了一种结构简单、设计合理,不但提供了施工安全性,而且使施工人员在施工时有了支撑点,从而增加了施工的精度和施工效率的一种悬空横梁施工防护载具。The utility model aims at the deficiencies of the prior art, and provides a simple structure and reasonable design, which not only provides construction safety, but also enables construction personnel to have support points during construction, thereby increasing construction accuracy and accuracy. A suspended beam construction protection carrier for construction efficiency.
为了实现上述目的,本实用新型提供了一种悬空横梁施工防护载具,包括设置在悬空横梁侧面的防护筐,所述防护筐四角设置有立柱,所述立柱下端连接有底挡,所述底挡之间设置有加强挡,所述底挡及加强挡上侧设置有底板;所述防护筐的与所述悬空横梁平行的且远离所述悬空横梁的侧面,设置有连接所述立柱上半段的作为栏杆的横挡;所述防护筐连接有直梁,所述直梁横架在悬空横梁上且两端分别连接所述防护筐垂直所述悬空横梁的同一侧面的两个立柱;所述防护筐靠近所述悬空横梁的所述立柱在所述直梁上方还连接直挡,所述直梁的端部与同一端的靠近所述悬空横梁的所述立柱的上端连接有拉筋。In order to achieve the above object, the utility model provides a construction protection carrier for a suspended beam, which includes a protective basket arranged on the side of the suspended beam, four corners of the protective basket are provided with columns, and the lower end of the column is connected with a bottom stop. A reinforced block is provided between the blocks, and a bottom plate is provided on the upper side of the bottom block and the reinforced block; the side of the protective basket parallel to the suspended beam and far away from the suspended beam is provided with a The section is used as a railing crosspiece; the protective basket is connected with a straight beam, and the straight beam is mounted on the suspended beam and the two ends are respectively connected to two columns on the same side of the protective basket perpendicular to the suspended beam; The upright of the protective basket close to the suspended crossbeam is also connected with a straight stop above the straight beam, and the end of the straight beam is connected with the upper end of the same end of the upright close to the suspended crossbeam.
进一步地,所述靠近所述悬空横梁的所述立柱的内侧设置有卡紧机构,所述卡紧机构包括螺纹套和螺纹杆,所述螺纹杆首端设置有用于顶所述悬空横梁侧面的头部,所述螺纹杆尾端设置有手柄,所述头部为弧面。Further, a clamping mechanism is provided on the inner side of the column close to the suspended beam, the clamping mechanism includes a threaded sleeve and a threaded rod, and the head end of the threaded rod is provided with a screw for pushing against the side of the suspended beam. The head is provided with a handle at the tail end of the threaded rod, and the head is an arc surface.
进一步地,所述防护筐的与所述悬空横梁平行的且靠近所述悬空横梁的侧面,设置有连接所述立柱上半段外侧的用于架设于所述悬空横梁上侧边部的横挡。Further, the side of the protective basket parallel to the suspended beam and close to the suspended beam is provided with a crosspiece connected to the outer side of the upper half of the column for erecting on the upper side of the suspended beam .
需要对悬空横梁进行施工时,用起吊机械将本方案吊起横架放在悬空横梁上,并将施工人员吊入防护筐,施工人员旋紧所述卡进机构,即可移开起吊机械。施工人员可以依托本方案对悬空横梁进行需要的施工操作。When it is necessary to carry out construction on the suspended beam, use the hoisting machine to place the lifting beam of this scheme on the suspended beam, and hang the construction personnel into the protective basket, and the construction personnel can tighten the locking mechanism to remove the hoisting machine. Construction personnel can rely on this plan to carry out the required construction operations on the suspended beams.
本方案的有益效果可根据对上述方案的叙述得知,结构简单,设计合理,使施工人员有了立足点,不但提供了施工安全性,而且使施工人员在施工时有了支撑点,从而增加了施工的精度和施工效率,又解放了起吊机械。本方案横架在悬空横梁上,将两边的防护筐挑起来,因此,最受力的直梁部分的安全最重要,因而在立柱之间的直梁上方设置直挡构成矩形框架,又在直梁端部和立柱上方之间设置拉梁形成三角形框架,从而使对原本靠一根直梁对抗弯曲力变为靠依次连接的三角形框架和矩形框架对抗弯曲力。钢结构件的承载能力主要体现在两个方面:一个是抵抗外部荷载作用产生的应力效应的能力,另一个抵抗外部荷载作用产生的变形效应的能力。前一种控制条件是要求钢结构部件的设计强度标准值要大于作用在部件上的外部荷载在构件内产生的应力值,这种控制条件通常会在构件受拉和短件纵轴受压的情况下采用。后一种控制条件是要求钢结构件在受外部荷载(主要是压力、弯矩、剪力或者其组合)作用下有足够的抵抗变形的能力,这种变形可能是构件的整体变形过大导致钢结构件稳定性的丧失或者钢结构件的组成件因局部变形过大(局部屈曲)使构件丧失稳定性。在实际工程中,由于钢结构部件多为细长部件,后一种控制条件不足导致的工程事故的机率最大。同时,钢结构件稳定性指标通常采用临界应力,由于临界应力值通常由部件的长细比、组成部件的板件的宽厚比及板件间的约束方式等控制,其值常常小于等于钢材的强度设计标准,如本方案的直梁等部件的应力效应很大一部分来自于弯矩,因为抵抗弯矩导致发生变形时,同时就抵抗了弯矩导致的应力破坏。而且直挡和拉筋也能为施工人员在翻越悬空横梁时提供安全防护。卡进装置用于将本方案与悬空横梁箍紧,以免晃荡。防护筐的与悬空横梁平行的且靠近悬空横梁的侧面,设置有连接所述立柱上半段外侧的用于架设于所述悬空横梁上侧边部的横挡,使位于悬空横梁上侧的直梁和横挡构成矩形结构,增加稳定性。The beneficial effect of this scheme can be known from the description of the above scheme. The structure is simple and the design is reasonable, so that the construction personnel have a foothold, which not only provides construction safety, but also enables the construction personnel to have a support point during construction, thereby increasing It improves the construction accuracy and construction efficiency, and liberates the lifting machinery. In this plan, the horizontal frame is placed on the suspended beam, and the protective baskets on both sides are picked up. Therefore, the safety of the most stressed straight beam is the most important. Therefore, a straight block is set above the straight beam between the columns to form a rectangular frame. A tension beam is set between the end of the beam and the top of the column to form a triangular frame, so that instead of relying on a straight beam to resist the bending force, the triangular frame and the rectangular frame connected in sequence resist the bending force. The bearing capacity of steel structural parts is mainly reflected in two aspects: one is the ability to resist the stress effect caused by external loads, and the other is the ability to resist the deformation effect caused by external loads. The former control condition requires that the standard value of the design strength of the steel structure components be greater than the stress value generated in the component by the external load acting on the component. case use. The latter control condition requires the steel structure to have sufficient resistance to deformation under the action of external loads (mainly pressure, bending moment, shear force or a combination thereof), which may be caused by excessive overall deformation of the component. The loss of stability of the steel structure or the components of the steel structure lose stability due to excessive local deformation (local buckling). In actual engineering, since steel structure components are mostly slender components, the latter has the highest probability of engineering accidents caused by insufficient control conditions. At the same time, the stability index of steel structural parts usually adopts the critical stress. Since the critical stress value is usually controlled by the slenderness ratio of the component, the width-thickness ratio of the plates that make up the component, and the restraint methods between the plates, its value is often less than or equal to that of the steel. Strength design standard, such as the stress effect of straight beams and other components in this scheme, a large part comes from the bending moment, because when the resistance to the bending moment causes deformation, it also resists the stress failure caused by the bending moment. Moreover, the straight block and the tie bars can also provide safety protection for construction workers when they climb over the suspended beam. The snap-in device is used to tighten the scheme with the suspended beam to avoid sloshing. The side of the protective basket parallel to the suspended beam and close to the suspended beam is provided with a crosspiece connected to the outer side of the upper half of the column for erecting on the upper side of the suspended beam, so that the vertical beam positioned on the upper side of the suspended beam Beams and crosspieces form a rectangular structure for added stability.
附图说明Description of drawings
图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2为图1的俯视图;Fig. 2 is the top view of Fig. 1;
图中,1、悬空横梁;2、防护筐;3、立柱;4、底挡;5、横挡;6、直梁;7、直挡;8、拉筋;9、卡紧机构。Among the figure, 1, suspended beam; 2, protective basket; 3, upright column; 4, bottom stop; 5, cross stop; 6, straight beam; 7, straight stop;
具体实施方式detailed description
为能清楚说明本方案的技术特点,下面通过具体实施方式,对本方案进行阐述。In order to clearly illustrate the technical features of the solution, the solution will be described below through specific implementation modes.
如图1-2所示,本实施例是一种悬空横梁施工防护载具,包括设置在悬空横梁侧面的防护筐2,防护筐2四角设置有立柱3,立柱3下端连接有底挡4,底挡4之间设置有加强挡,底挡2及加强挡上侧设置有底板;防护筐2的与悬空横梁1平行的且远离悬空横梁1的侧面,设置有连接立柱3上半段的作为栏杆的横挡5;防护筐2连接有直梁6,直梁6横架在悬空横梁1上且两端分别连接防护筐2垂直悬空横梁1的同一侧面的两个立柱3;防护筐2靠近悬空横梁1的立柱3在直梁6上方还连接直挡7,直梁6的端部与同一端的靠近悬空横梁1的立柱3的上端连接有拉筋8。靠近悬空横梁1的立柱3的内侧设置有卡紧机构9,卡紧机构9包括螺纹套和螺纹杆,螺纹杆首端设置有用于顶悬空横梁1侧面的头部,螺纹杆尾端设置有手柄,头部为弧面。防护筐2的与悬空横梁1平行的且靠近悬空横梁1的侧面,设置有连接立柱3上半段外侧的用于架设于悬空横梁1上侧边部的横挡5。As shown in Figure 1-2, this embodiment is a construction protection vehicle for a suspended beam, including a protective basket 2 arranged on the side of the suspended beam, four corners of the protective basket 2 are provided with a column 3, and the lower end of the column 3 is connected to a bottom stop 4, A reinforcement block is arranged between the bottom blocks 4, and a bottom plate is provided on the bottom block 2 and the upper side of the reinforcement block; the side of the protective basket 2 that is parallel to the suspended beam 1 and away from the suspended beam 1 is provided with a connecting column 3 upper half. The crosspiece 5 of the railing; the protective basket 2 is connected with a straight beam 6, and the straight beam 6 is horizontally mounted on the suspended beam 1 and the two ends are respectively connected to two columns 3 on the same side of the vertical suspended beam 1 of the protective basket 2; the protective basket 2 is close to The column 3 of the suspended beam 1 is also connected with a straight stop 7 above the straight beam 6, and the end of the straight beam 6 is connected with a tie bar 8 with the upper end of the column 3 near the suspended beam 1 at the same end. The inner side of the column 3 close to the suspended beam 1 is provided with a clamping mechanism 9. The clamping mechanism 9 includes a threaded sleeve and a threaded rod. The head end of the threaded rod is provided with a head for topping the side of the suspended beam 1. , with a curved head. The side of the protective basket 2 that is parallel to the suspended beam 1 and close to the suspended beam 1 is provided with a crosspiece 5 connecting the outer side of the upper half of the column 3 for erecting on the upper side of the suspended beam 1 .
需要对悬空横梁1进行施工时,用起吊机械将本方案吊起横架放在悬空横梁1上,并将施工人员吊入防护筐2,施工人员旋紧卡进机构9,即可移开起吊机械。施工人员可以依托本方案对悬空横梁1进行需要的施工操作。When it is necessary to carry out construction on the suspended beam 1, use a lifting machine to place the hoisting beam of this scheme on the suspended beam 1, and hoist the construction personnel into the protective basket 2, and the construction personnel tighten the clamping mechanism 9, and then the hoisting can be removed mechanical. Construction personnel can rely on this scheme to perform required construction operations on the suspended beam 1 .
本实用新型未经描述的技术特征能够通过或采用现有技术实现,在此不再赘述,当然,上述说明并非是对本实用新型的限制,本实用新型也并不仅限于上述举例,本技术领域的普通技术人员在本实用新型的实质范围内所做出的变化、改型、添加或替换,也应属于本实用新型的保护范围。The undescribed technical features of the utility model can be realized by or adopting the prior art, and will not be repeated here. Of course, the above description is not a limitation of the utility model, and the utility model is not limited to the above examples. Changes, modifications, additions or substitutions made by ordinary skilled persons within the essential scope of the present utility model shall also belong to the protection scope of the present utility model.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201621335214.5U CN206245702U (en) | 2016-12-07 | 2016-12-07 | A kind of hanging construction of beam protection carrier |
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| CN201621335214.5U CN206245702U (en) | 2016-12-07 | 2016-12-07 | A kind of hanging construction of beam protection carrier |
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| CN206245702U true CN206245702U (en) | 2017-06-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235901A (en) * | 2021-05-18 | 2021-08-10 | 浙江大东吴建筑科技有限公司 | Supporting device for high-altitude construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235901A (en) * | 2021-05-18 | 2021-08-10 | 浙江大东吴建筑科技有限公司 | Supporting device for high-altitude construction |
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