CN218893957U - Temporary supporting and fixing device for butt joint of steel beams - Google Patents
Temporary supporting and fixing device for butt joint of steel beams Download PDFInfo
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- CN218893957U CN218893957U CN202222839113.3U CN202222839113U CN218893957U CN 218893957 U CN218893957 U CN 218893957U CN 202222839113 U CN202222839113 U CN 202222839113U CN 218893957 U CN218893957 U CN 218893957U
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- 238000009434 installation Methods 0.000 claims abstract description 66
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- 230000037431 insertion Effects 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 8
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- 230000009286 beneficial effect Effects 0.000 description 2
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- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
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Abstract
Description
技术领域technical field
本申请涉及钢结构施工领域,尤其是涉及一种钢梁对接临时支撑固定装置。The present application relates to the field of steel structure construction, in particular to a temporary support and fixing device for butt jointing of steel beams.
背景技术Background technique
钢结构是由钢制材料组成的结构,是主要的建筑结构类型之一。结构主要由型钢和钢板等制成的钢梁、钢柱、钢桁架等构件组成,并采用硅烷化、纯锰磷化、水洗烘干、镀锌等除锈防锈工艺。各构件或部件之间通常采用焊缝、螺栓或铆钉连接。因其自重较轻,且施工简单,广泛应用于大型厂房、场馆、超高层等领域,尤其是在大跨度桥梁中基本采用钢梁对接来作为施工的临时支撑固定结构。Steel structure is a structure composed of steel materials, which is one of the main types of building structures. The structure is mainly composed of steel beams, steel columns, steel trusses and other components made of section steel and steel plates, and adopts rust removal and antirust processes such as silanization, pure manganese phosphating, washing and drying, and galvanizing. The components or components are usually connected by welds, bolts or rivets. Because of its light weight and simple construction, it is widely used in large-scale factories, venues, super high-rises and other fields, especially in long-span bridges, steel beam butt joints are basically used as temporary support and fixed structures for construction.
钢梁对接的临时支撑结构通常由多根立柱和横梁焊接形成临时支撑架,将平台板焊接在支撑架上,需要工作人员站在平台板上,使用码板与螺栓等将钢梁连接。在钢梁对接过程中,平台板上或者因工作人员手滑而出现零件或者工具掉落的现象屡见不鲜。The temporary support structure of the steel beam butt joint usually consists of a plurality of columns and beams welded to form a temporary support frame, and the platform plate is welded to the support frame. Workers are required to stand on the platform plate and use code plates and bolts to connect the steel beams. During the butt jointing of steel beams, it is not uncommon for parts or tools to fall off the platform or due to staff slipping.
针对上述中的相关技术,发明人认为平台板上或者钢梁对接过程中工作人员手中的工具一旦掉落,很有可能砸伤现场的工作人员。In view of the related technologies mentioned above, the inventor believes that once the tools in the hands of the staff on the platform or during the steel beam docking process fall, it is likely to injure the staff on site.
实用新型内容Utility model content
为了解决在钢梁对接过程中施工工具或零件掉落而造成工作人员受伤问题,本申请提供一种钢梁对接临时支撑固定装置。In order to solve the problem of injury to workers caused by construction tools or parts falling during the butt jointing of steel beams, the present application provides a temporary support and fixing device for butt jointing of steel beams.
本申请提供的一种钢梁对接临时支撑固定装置,采用如下的技术方案:The application provides a steel beam docking temporary support and fixing device, which adopts the following technical scheme:
一种钢梁对接临时支撑固定装置,包括支撑架,设置于所述支撑架上的安装机构,所述安装机构包括平台板和设置于所述平台板上的防护组件,所述防护组件包括安装框和围设于所述安装框外的防护网,所述安装框安装于所述平台板上。A steel beam docking temporary support and fixing device, comprising a support frame, an installation mechanism arranged on the support frame, the installation mechanism includes a platform board and a protection assembly arranged on the platform board, the protection assembly includes a mounting A frame and a protective net surrounding the installation frame, the installation frame is installed on the platform board.
通过采用上述技术方案,支撑架位于钢梁底端,用于临时支撑需要对接的钢梁;平台板是工作人员在对接钢梁的过程中所站立的平台,安装框用于安装防护网,防护网围设在安装框外围,能有效降低在钢梁对接过程中,施工工具或者零件掉落而给地面的施工人员造成人身伤害这一问题发生的概率。By adopting the above technical scheme, the support frame is located at the bottom of the steel beams and is used to temporarily support the steel beams that need to be docked; the platform board is the platform on which the staff stand during the process of docking the steel beams, and the installation frame is used to install the protective net to protect the steel beams. The net fence is set on the periphery of the installation frame, which can effectively reduce the probability of the problem of personal injury to the construction personnel on the ground caused by the falling of construction tools or parts during the steel beam butt joint process.
可选的,所述安装框包括四根连接柱;所述连接柱的底部设置有承接管,所述平台板远离地面一侧的四个边角处均设置有插接柱,所述插接柱可插设于所述承接管内。Optionally, the installation frame includes four connecting columns; the bottom of the connecting columns is provided with a receiving pipe, and the four corners of the platform board away from the ground are provided with plugging columns, and the plugging The column can be inserted into the receiving pipe.
通过采用上述技术方案,通过插接柱安装于承接管内而实现连接柱与平台板的连接,即将安装框固定连接与平台板上。同时,该连接方式简单且可拆卸,利于后续安装框的拆卸和重复利用。By adopting the above technical scheme, the connection between the connecting column and the platform board is realized by installing the plug-in column in the receiving pipe, that is, the installation frame is fixedly connected to the platform board. At the same time, the connection method is simple and detachable, which facilitates the subsequent disassembly and reuse of the installation frame.
可选的,所述承接管底端外围设置有加固板,所述加固板上开设有第一安装孔,所述平台板上开设有第二安装孔,当所述插接柱安装于所述承接管内时,所述第一安装孔和所述第二安装孔上下对齐,在第一安装孔和第二安装孔内插设有插销。Optionally, a reinforcing plate is provided around the bottom end of the receiving pipe, a first mounting hole is opened on the reinforcing plate, and a second mounting hole is opened on the platform plate, when the insertion column is installed on the When accepting the inside of the pipe, the first installation hole and the second installation hole are aligned up and down, and a latch is inserted in the first installation hole and the second installation hole.
通过采用上述技术方案,插销将加固板固定连接于平台板上,使得安装框与平台板的连接更加牢固,且通过插销与第一安装孔和第二安装孔的配合,使得连接与拆卸非常简便,进而提高安装框的安装速率。By adopting the above technical solution, the bolt fixes the reinforcing plate to the platform board, making the connection between the installation frame and the platform board more firm, and through the cooperation of the bolt with the first installation hole and the second installation hole, the connection and disassembly are very simple , thereby improving the installation rate of the installation frame.
可选的,所述安装框顶部安装有防护杆,所述防护杆首尾相接形成防护栏,所述防护栏四个边角处的底端均设置有安装于所述连接柱上的安装柱,所述连接柱顶端均开设有供所述安装柱安装的安装槽。Optionally, a protective rod is installed on the top of the installation frame, and the protective rods are connected end to end to form a protective fence, and the bottom ends of the four corners of the protective fence are all provided with mounting columns installed on the connecting columns , the tops of the connecting columns are provided with installation grooves for the installation of the installation columns.
通过采用上述技术方案,通过将安装柱的底端安装于安装槽内,实现防护栏与连接柱的连接,防护栏的设置能有效地降低工作人员从平台板上掉落的风险,进而提高了施工安全性,此外,该安装方式简单,提高安装效率。By adopting the above technical scheme, by installing the bottom end of the installation column in the installation groove, the connection between the guardrail and the connecting column is realized. The setting of the guardrail can effectively reduce the risk of the staff falling from the platform, thereby improving the Construction safety, in addition, the installation method is simple and the installation efficiency is improved.
可选的,所述防护杆包括第一连接部、调节部和第二连接部,所述第一连接部与所述调节部滑动连接,所述第二连接部与所述调节部滑动连接。Optionally, the protective rod includes a first connection part, an adjustment part and a second connection part, the first connection part is slidably connected to the adjustment part, and the second connection part is slidably connected to the adjustment part.
通过采用上述技术方案,第一连接部和第二连接部可相对调节部而滑动,方便防护栏的安装,此外,通过滑动第一连接部和第二安装部可调节防护栏的尺寸,进而使得防护栏可用于不同平台板。By adopting the above technical solution, the first connecting part and the second connecting part can slide relative to the adjusting part, which facilitates the installation of the guardrail. In addition, the size of the guardrail can be adjusted by sliding the first connecting part and the second installing part, thereby making Guard rails are available for different platform decks.
可选的,所述调节部中间开设有滑槽,所述第一连接部和所述第二连接部内部中空,所述第一连接部靠近所述调节部的一端设置有第一卡环,所述第二连接部靠近所述调节部的一端设置有第二卡环,所述第一卡环和所述第二卡环均可卡设于所述滑槽的两端。Optionally, a chute is opened in the middle of the adjusting part, the first connecting part and the second connecting part are hollow inside, and a first snap ring is provided at one end of the first connecting part close to the adjusting part, A second snap ring is provided at one end of the second connecting portion close to the adjusting portion, and both the first snap ring and the second snap ring can be snapped at both ends of the chute.
通过采用上述技术方案,第一连接部和第二连接部内部中空,进而实现第一连接部和第二安装部可相对调节部滑动。同时,第一卡环和第二卡环均可卡设于滑槽的两端有效地防止第一连接部和第二连接板脱离调节部,保证了防护栏的稳定连接。By adopting the above technical solution, the interior of the first connecting part and the second connecting part is hollow, so that the first connecting part and the second mounting part can slide relative to the adjusting part. At the same time, both the first snap ring and the second snap ring can be snapped on both ends of the chute to effectively prevent the first connecting portion and the second connecting plate from detaching from the adjusting portion, thereby ensuring a stable connection of the guardrail.
可选的,所述防护网两端通过卡箍连接于所述连接柱上,所述防护网底端与所述承接管底端平齐。Optionally, both ends of the protective net are connected to the connecting column through clamps, and the bottom end of the protective net is flush with the bottom end of the receiving pipe.
通过采用上述技术方案,在连接柱外围形成一圈防护网,防护网底端与承接管底端齐平,尽量减小防护网底端与平台板之间的距离,进而有效降低工具或者零件从平台板上掉落的几率,进而有效地提高钢梁对接的安全性。By adopting the above technical scheme, a circle of protective net is formed on the periphery of the connecting column. The bottom of the protective net is flush with the bottom of the receiving pipe, and the distance between the bottom of the protective net and the platform plate is minimized, thereby effectively reducing the distance between tools or parts. The probability of falling on the platform plate can effectively improve the safety of the steel beam butt joint.
可选的,所述支撑架包括立柱、横梁和支撑柱,四根所述立柱呈矩形阵列排布,在相邻的所述立柱之间设置有连接杆,所述横梁设置于由同一根所述连接杆连接的两根所述立柱的顶端,所述横梁的设置方向为与钢梁的长度方向垂直,所述支撑柱设置于所述横梁的顶端;在两根立柱之间倾斜设置有斜撑杆,在两根立柱之间倾斜设置有斜撑杆。Optionally, the support frame includes uprights, crossbeams and support columns, the four uprights are arranged in a rectangular array, connecting rods are arranged between adjacent uprights, and the crossbeams are arranged on the same The tops of the two columns connected by the connecting rods, the setting direction of the crossbeam is perpendicular to the length direction of the steel beam, and the support columns are arranged on the tops of the crossbeams; The struts are obliquely arranged between the two uprights.
通过采用上述技术方案,连接杆将立柱两两连接,立柱、连接杆、支撑柱和横梁构成基本的支撑支架,斜撑杆设置,有效地防止两根立柱向相互靠近的方向发生变形,进而进一步提高了支撑架的稳定性。By adopting the above technical scheme, the connecting rod connects the uprights two by two, the uprights, connecting rods, supporting columns and beams constitute the basic support bracket, and the diagonal braces are arranged to effectively prevent the deformation of the two uprights in the direction of approaching each other, and further Improved the stability of the support frame.
可选的,所述横梁的两端均设置有限位柱,所述限位柱卡设于钢梁两侧。Optionally, both ends of the beam are provided with limiting columns, and the limiting columns are clamped on both sides of the steel beam.
通过采用上述技术方案,限位柱限制钢梁发生偏移,进而使得钢梁更加稳定。By adopting the above technical solution, the limit column restricts the deviation of the steel beam, thereby making the steel beam more stable.
综上所述,本申请包括以下至少一种有益技术效果:In summary, the present application includes at least one of the following beneficial technical effects:
1.连接柱和防护网的设置,能有效地降低平台板上的工具或零件掉落砸伤工作人员的几率,进而提高钢梁对接施工的安全性;1. The setting of the connecting column and the protective net can effectively reduce the probability of the tools or parts on the platform plate falling and injuring the staff, thereby improving the safety of the steel beam butt joint construction;
2.防护栏的设置,能有效降低工作人员在钢梁对接过程中,从平台板上掉落、甚至摔伤的几率;2. The setting of the guardrail can effectively reduce the probability of staff falling or even falling from the platform during the steel beam docking process;
3.防护杆第一连接部、调节部和第二安装部的设置,通过调节第一安装安装部与第二安装部在调节部上的位置,不仅方便防护栏安装在连接柱上,而且,防护栏的尺寸可调节,防护栏可用于不同大小的平台板。3. The setting of the first connecting part, the adjusting part and the second installing part of the protective bar, by adjusting the positions of the first installing installing part and the second installing part on the adjusting part, not only facilitates the installation of the guardrail on the connecting column, but also, The size of the guardrail is adjustable and the guardrail can be used for different sized platform boards.
附图说明Description of drawings
图1是本申请实施例的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the embodiment of the present application;
图2是为凸显防护组件与平台板连接方式的局部爆炸示意图;Fig. 2 is a partial explosion schematic diagram for highlighting the connection mode of the protective component and the platform plate;
图3是为凸显防护栏与安装框连接方式的局部爆炸示意图;Figure 3 is a partial explosion schematic diagram for highlighting the connection mode between the guardrail and the installation frame;
图4是为凸显防护杆结构的剖视图。Fig. 4 is a sectional view for highlighting the structure of the protective bar.
附图标记说明:1、支撑架;11、立柱;12、连接杆;13、限位柱;14、斜撑杆;15、横梁;16、支撑柱;2、安装机构;21、平台板;22、防护组件;221、连接柱;2211、安装槽;222、防护网;223、安装框;224、插接柱;225、承接管;226、加固板;2261、第一安装孔;227、第二安装孔;228、插销;2281、压板;3、钢梁;4、卡箍;5、防护栏;51、防护杆;511、第一连接部;5111、第一卡环;512、调节部;5121、滑槽;513、第二连接部;5131、第二卡环;52、安装柱。Explanation of reference signs: 1, support frame; 11, column; 12, connecting rod; 13, limit column; 14, diagonal brace; 15, beam; 16, support column; 2, installation mechanism; 21, platform board; 22. Protection component; 221. Connecting column; 2211. Installation groove; 222. Protective net; 223. Installation frame; 224. Insertion column; 225. Accepting tube; Second installation hole; 228, latch; 2281, pressure plate; 3, steel beam; 4, clamp; 5, guardrail; 51, guard bar; 511, first connecting part; 5121, the chute; 513, the second connecting part; 5131, the second snap ring; 52, the mounting column.
具体实施方式Detailed ways
以下结合附图1-4对本申请作进一步详细说明。The present application will be described in further detail below in conjunction with accompanying drawings 1-4.
本申请实施例公开一种钢梁对接临时支撑固定装置。The embodiment of the present application discloses a temporary supporting and fixing device for butt jointing of steel beams.
参照图1,一种钢梁对接临时支撑固定装置包括支撑架1、安装在支撑架1上的安装机构2和钢梁3。支撑架1安装于钢梁3底端用于临时支撑固定钢梁3;安装机构2包括平台板21和防护组件22,平台板21是工作人员在进行钢梁3对接过程中所站立的平台,防护组件22安装在平台板21上,用于防止平台板21上或工作人员施工手中的施工工具或者零件掉落、甚至砸伤地面上的工作人员的情况的发生。Referring to FIG. 1 , a steel beam docking temporary support and fixing device includes a
支撑架1包括立柱11、连接杆12、斜撑杆14和横梁15,立柱11竖直安装,呈矩形阵列排布,在相邻的两根立柱11通过水平的连接杆12固定连接,连接杆12的端部与立柱11通常是通过焊接而固定连接。横梁15焊接在由同一根连接杆12连接的两根立柱11的顶端,横梁15的设置方式是与钢梁3的长度方向垂直。斜撑杆14焊接在两根相邻的立柱11之间,斜撑杆14在两根立柱11之间倾斜设置,有效防止两根立柱11向相互靠近的方向发生形变,进一步提高了钢梁3对接临时支撑固定装置的稳定性。在钢梁3背离地面的一端焊接有支撑柱16,支撑柱16的顶端直接与钢梁3的底面焊接固定。立柱11和支撑柱16的数量可根据钢梁3的宽度设置,在本实施例的支撑架1供设置有八根立柱11,每根横梁15上焊接有三根支撑柱16。在横梁15的长度方向的两侧设置有限位柱13,钢梁3卡设于两个限位柱13之间,有效地防止钢梁3在水平方向上发生位移。
参照1和图2,平台板21焊接在四根立柱11上,平台板21的高度适应工作人员具体对接过程。防护组件22包括四根连接柱221和防护网222,四根连接柱221竖直安装在平台板21远离地面一侧的四个边角处,四根连接柱221构成安装框223。在平台板21的远离地面一侧的四个边角处焊接有插接柱224,连接柱221底端设置有承接管225,承接管225内部中空,插接柱224插设于承接管225内,插接柱224的外壁与承接管225的内壁相抵接,通过插接柱224安装于承接管225内而实现连接柱221固定安装在平台板21上,且该种连接方式非常简单,有效地提高了安装框223的安装速度。在承接管225的底端设置有加固板226。加固板226上开设有第一安装孔2261,在平台板21上靠近插接柱224处开设有第二安装孔227,当插接柱224安装在承接管225内时,第一安装孔2261和第二安装孔227上下对齐,此时可在第一安装孔2261和第二安装孔227内插设有插销228,插销228的顶端通过铸造一体成型有压板2281,压板2281的地面于平台板21的顶面抵接。第一安装孔2261、第二安装孔227和插销228的设置,有效地提高了安装框223和平台板21之间连接的稳定性,插销228的外壁与第一安装孔2261和第二安装孔227的孔壁抵接,有效地防止安装框223在平台板21上左右晃动。承接管225、连接柱221和加固板226通过铸造一体成型。Referring to Fig. 1 and Fig. 2, the
防护网222为长方形钢丝网,围设在安装框223外围,防护网222的两个断面对接并靠近其中一根连接柱221,卡箍4穿设于防护网222的两个断面并固定于靠近防护网222断面的连接柱221上,使得防护网222两个断面固定连接,同时防护网222安装在安装框223上。防护网222的底端与承接管225的底端相平齐,减小防护网222与平台板21之间的缝隙,进而防止施工工具或零件从防护网222与平台板21之间的缝隙掉落,甚至砸伤现场的工作人员。The
参照2和图3,在安装框223的顶部安装有防护栏5,防护栏5由四根防护杆51通过首尾焊接形成,防护栏5的设置,有效地降低工作人员从平台板21掉落的几率,进而提高了钢梁3对接施工过程的安全性。防护栏5四个边角处的底端焊接有安装柱52,连接柱221的顶端开设有安装槽2211,通过将安装柱52安装在安装槽2211内,进而实现防护栏5与安装框223的固定连接,且该连接方式简单、快速,有效提高防护栏5安装效率。With reference to Fig. 2 and Fig. 3,
防护杆51包括第一连接部511、调节部512和第二连接部513,第一连接部511与调节部512滑动连接,第二连接部513与调节部512滑动连接。具体的连接方式如下:在调节部512的中间开设有滑槽5121,第一连接部511和第二连接部513内部中空,在第一连接部511与第二连接部513在调节部512上滑动时,调节部512的两端可分别嵌设与第一连接部511和第二安装部内部。在第一连接部511靠近第二安装部的一端一体成型有第一卡环5111,在第二安装部靠近第一连接部511的一端一体成型有第二卡环5131,第一卡环5111和第二卡环5131均可卡设于滑槽5121的两端,能有效地防止第一卡环5111和第二卡环5131在调节部512上滑动脱离调节部512。通过将防护杆51设置为第一连接部511、调节部512和第二安装部,通过第一连接部511、第二安装部滑动能改变防护杆51的长短,不仅有利与防护栏5安装在安装框223,而且,也在不同施工环境中,根据不同平台板21的大小调节防护栏5(参照图1)。The
本申请实施例一种钢梁对接临时支撑固定装置的实施原理为:在对接钢梁3时,安装好的支撑架1安装于钢梁3之下,工作人员站在平台板21上,对接两块钢梁3,在平台板21上竖直安装安装框223,在安装框223外周围设防护网222。防护网222与安装框223的安装,有效地降低平台板21上或者工作人员在对接过程中手中的工具或者零件掉落,进而砸伤现场工作人员情况发生的概率,从而有效提高了钢梁3对接过程中的施工安全性。The implementation principle of a steel beam docking temporary support and fixing device in the embodiment of the present application is as follows: when the steel beam 3 is docked, the installed
以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。All of the above are preferred embodiments of the application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made according to the structure, shape, and principle of the application should be covered by the protection scope of the application. Inside.
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