CN218581181U - A large channel construction mobile formwork - Google Patents
A large channel construction mobile formwork Download PDFInfo
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- CN218581181U CN218581181U CN202222880774.0U CN202222880774U CN218581181U CN 218581181 U CN218581181 U CN 218581181U CN 202222880774 U CN202222880774 U CN 202222880774U CN 218581181 U CN218581181 U CN 218581181U
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Abstract
本实用新型涉及建筑施工支架技术领域,公开了一种大通道施工移动模架,包括由立杆、顶托、底托、扫地杆及剪刀撑搭设而成的满堂支架,所述满堂支架水平方向的两侧均向内延伸一段距离设置有支撑杆,所述支撑杆沿所述满堂支架的长度方向设置多个,每个所述支撑杆底端设置有高度可调节的移动滚轮;所述底托下方的底板上设置有拉杆,所述拉杆与位于其上方的所述立杆可拆卸的连接;本实用新型,能够将搭设完成的满堂支架进行整体移动,实现其重复循环利用,既提升了工作效率,又降低了对支架材料的损耗,节省材料周转时的人力和物力成本。
The utility model relates to the technical field of building construction brackets, and discloses a large channel construction mobile formwork, including a full-room bracket built by a vertical pole, a top bracket, a bottom bracket, a sweeping pole and scissors. The horizontal direction of the full-room bracket is Both sides of both sides extend inward for a certain distance and are provided with support rods. The support rods are arranged in multiples along the length direction of the full hall bracket, and each of the bottom ends of the support rods is provided with a movable roller with adjustable height; A pull rod is arranged on the bottom plate below the support, and the pull rod is detachably connected with the above-mentioned vertical rod; the utility model can move the completed full house bracket as a whole to realize its repeated recycling, which not only improves the Work efficiency, and reduce the loss of bracket materials, saving manpower and material costs during material turnover.
Description
技术领域technical field
本实用新型涉及建筑施工支架技术领域,尤其涉及一种大通道施工移动模架。The utility model relates to the technical field of building construction supports, in particular to a large channel construction mobile formwork.
背景技术Background technique
地下通道作为城市快速路的组成部分,在城市规划与发展中也越来越多。地下通道的断面形状通常有矩形、拱形、圆形及椭圆形等;目前对于常见的矩形截面长大通道顶板施工方法已经应用的比较成熟,但受制于时间施工效果的影响,使用最多的还是满堂支架法。此施工方法是针对每一节通道顶板搭设脚手架。待施工下一节通道顶板时,工人需要拆除该节通道所使用的支架,在下一节通道重新搭设支架。这个过程不仅存在大量的重复性工作,而且相邻段支架搭设工序存在相互干扰的情况,更是需要至少准备两节段通道顶板施工所需要的支架材料。因此,传统的满堂支架法存在施工效率低,周期长,干扰性大,费工费料等弊端。As an integral part of urban expressways, underground passages are increasingly used in urban planning and development. The cross-sectional shapes of underground passages are usually rectangular, arched, circular and elliptical. At present, the common roof construction method of rectangular cross-section long passages has been applied relatively maturely, but due to the influence of time construction effect, the most used one is still Full house bracket method. This construction method is to set up scaffolding for the roof of each section of the channel. When the roof of the next channel is to be constructed, the workers need to remove the brackets used in the channel and re-build the brackets in the next channel. This process not only involves a lot of repetitive work, but also interferes with each other in the erection process of adjacent sections of support, and it is necessary to prepare at least the support materials required for the construction of the roof of the two-segment channel. Therefore, the traditional full house support method has disadvantages such as low construction efficiency, long period, large interference, and labor and material waste.
实用新型内容Utility model content
本实用新型的目的是提供一种大通道施工移动模架,能够将搭设完成的满堂支架进行整体移动,实现其重复循环利用,既提升了工作效率,又降低了对支架材料的损耗,节省材料周转时的人力和物力成本。The purpose of the utility model is to provide a mobile formwork for large channel construction, which can move the erected full hall support as a whole to realize its repeated recycling, which not only improves the work efficiency, but also reduces the loss of support materials and saves materials Human and material costs during turnaround.
本实用新型采用以下技术方案:The utility model adopts the following technical solutions:
一种大通道施工移动模架,包括由立杆、顶托、底托、扫地杆及剪刀撑搭设而成的满堂支架,所述满堂支架水平方向的两侧均向内延伸一段距离设置有支撑杆,所述支撑杆沿所述满堂支架的长度方向设置多个,每个所述支撑杆底端设置有高度可调节的移动滚轮;所述底托下方的底板上设置有拉杆,所述拉杆与位于其上方的所述立杆可拆卸的连接。A mobile formwork for the construction of a large passageway, including a full hall support formed by a vertical pole, a top support, a bottom support, a sweeping pole and a scissors support. Rods, the support rods are provided with multiple along the length direction of the full hall bracket, and the bottom end of each of the support rods is provided with adjustable moving rollers; the bottom plate below the bottom bracket is provided with a pull rod, and the pull rod It is detachably connected with the said pole above it.
优选地,所述的移动滚轮下方的沿所述满堂支架移动的方向设置有移动轨道。Preferably, a moving track is provided below the moving roller along the moving direction of the full hall support.
优选地,所述的支撑杆为内部中空的钢管,且其顶端内部活动设置有螺杆,所述支撑杆顶端转动设置有对所述螺杆伸长量进行调节的调节螺筒;所述螺杆顶端设置有顶板,所述顶板上沿所述满堂支架长度方向设置有方钢支撑梁。Preferably, the support rod is a steel pipe with a hollow inside, and a screw rod is movably arranged at the top of the support rod, and an adjusting screw barrel for adjusting the elongation of the screw rod is installed at the top of the support rod; the top end of the screw rod is provided with There is a top plate, and a square steel support beam is arranged on the top plate along the length direction of the full hall support.
优选地,所述的支撑杆与所述满堂支架固定连接,所述支撑杆底端转动设置有螺纹调节筒,螺纹调节杆通过所述螺纹调节筒活动位于所述支撑杆内;所述螺纹调节杆与所述移动滚轮连接。Preferably, the support rod is fixedly connected with the full hall bracket, and the bottom end of the support rod is rotated to be provided with a threaded adjustment cylinder, and the threaded adjustment rod is movably located in the support rod through the threaded adjustment cylinder; the threaded adjustment A rod is connected to the moving roller.
优选地,拉杆设置一组以上,且每组均对称设置,每个所述拉杆顶端均铰接在安装环上,所述安装环可拆卸的设置在所述立杆的外部。Preferably, there are more than one set of pull rods, and each set is symmetrically arranged, and the top end of each pull rod is hinged on a mounting ring, and the mounting ring is detachably arranged on the outside of the vertical rod.
优选地,所述的底板上设置有滑槽,所述滑槽内设置有滑块,所述拉杆铰接在所述滑块上。Preferably, a chute is arranged on the bottom plate, a slider is arranged in the chute, and the pull rod is hinged on the slider.
优选地,所述的安装环上设置有对其固定的锁紧螺杆。Preferably, the mounting ring is provided with a locking screw fixed to it.
优选地,所述的满堂支架端部设置有动力牵引设备。Preferably, the end of the full hall support is provided with power traction equipment.
与现有技术相比本实用新型的有益效果是:本实用新型通过在满堂支架下方设置移动滚轮,能够实一节通道施工完成后,整体移动满堂支架至下一节通道处进行施工,省去了每次均需要将满堂支架拆除安装的繁琐操作,省去了支架材料的过多成本投入,同时也降低了每次拆卸对支架材料造成的损耗,延长支架材料的使用寿命。移动滚轮在支撑杆底部高度可调节的设置,便于同底板进行支撑转换,以便于满足满堂支架的移动及定位支撑操作;提升本实用新型的实用性。Compared with the prior art, the utility model has the beneficial effects that: the utility model can move the full hall bracket to the next section of the channel for construction after the completion of the construction of a passage by setting the moving rollers under the full hall support, eliminating the need for It eliminates the cumbersome operation of dismantling and installing the full hall bracket every time, saves the excessive cost investment of the bracket material, and also reduces the loss of the bracket material caused by each disassembly, and prolongs the service life of the bracket material. The height-adjustable setting of the mobile rollers at the bottom of the support rod is convenient for supporting conversion with the bottom plate, so as to meet the needs of moving and positioning support operations of the full hall support; improve the practicability of the utility model.
附图说明Description of drawings
图1为本申请实施例的结构示意图;Fig. 1 is the structural representation of the embodiment of the present application;
图2为本申请实施例拉杆与底板之间的连接示意图。Fig. 2 is a schematic diagram of the connection between the tie rod and the bottom plate in the embodiment of the present application.
具体实施方式Detailed ways
以下将结合附图和实施例对本实用新型作以清楚和完整的说明:The utility model will be described clearly and completely below in conjunction with accompanying drawing and embodiment:
如图1至图2所示,本实用新型所述的一种大通道施工移动模架,包括由立杆3、顶托、底托、扫地杆4及剪刀撑搭设而成的满堂支架1,由于这些材料及搭设结构均为现有技术中比较成熟的工艺,故在此不再过多赘述;满堂支架1水平方向的两侧均向内延伸一段距离设置有支撑杆2,优选每侧均向内延伸1.8米的距离进行设置,支撑杆2沿满堂支架1的长度方向设置多个,且支撑杆2与满堂支架1上的立杆3及扫地杆4固定连接,每个支撑杆2底端设置有移动滚轮5,移动滚轮5与支撑杆2高度可调节的连接,以便于通过调节移动滚轮5的高度,进行受力支撑点的转换,进而满足满堂支架1移动及固定施工时的支撑;移动滚轮5下方的沿满堂支架1移动的方向设置有移动轨道6,以便移动滚轮5沿移动轨道6稳定有序的行走;满堂支架1端部设置有动力牵引设备,可以牵引整个支架进行移动,牵引设备可以采用油缸进型拉伸前移,也可以采用在满堂支架1两侧设置倒链的方式通过拉动倒链来实现满堂支架1的移动,由于这些都是现有技术工作原理均为本领域技术人员所熟知的,故在此不再过多赘述。As shown in Figures 1 to 2, a large channel construction mobile formwork according to the utility model includes a full hall support 1 formed by a
底托下方的底板7上设置有拉杆8,拉杆8与位于其上方的立杆3可拆卸的连接;拉杆8的设置一方面辅助底托上的丝杆9增强对整个满堂支架1的支撑强度,另一方面能够在需要对满堂支架1进行移动时,通过上移拉杆8与位于其上方立杆3的固定位置,能够带动底板7同步移动,使底板7与地面脱离,由于底托底部的丝杆9与上方的立杆3是滑动接触的,能够避免底托因重力下降致使底板7与地面接触影响满堂支架1的整体移动。The
进一步地,拉杆8设置一组以上,本实施例中设置一组,且两个拉杆8对称设置,每个拉杆8顶端均铰接在安装环10上,安装环10通过螺纹设置在其上的锁紧螺杆11,可拆卸的设置在立杆3的外部。底板7上还设置有滑槽12,滑槽12内设置有滑块13,拉杆8铰接在滑块13上,通过滑块13在滑槽12内的滑动,可对拉杆8的受力支点进行调节,以满足不同的使用情况;提升本实用新型的实用性。当需要对底板7高度进行调节时,可旋松锁紧螺杆11,沿竖直方向调节安装环10在立杆3上的位置即可,当需要对滑块13位置进行调节时,同步调整安装环10的固定位置即可,操作简便,实用性强。Further, more than one set of pull rods 8 is provided. In this embodiment, one set is set, and two pull rods 8 are arranged symmetrically. The top end of each pull rod 8 is hinged on the
支撑杆2为内部中空的钢管,且其顶端内部活动设置有螺杆14,支撑杆2顶端转动设置有对螺杆14伸长量进行调节的调节螺筒15,调节螺筒15两端对称设置有操作把手;螺杆14顶端设置有顶板16,顶板16上沿满堂支架1长度方向设置有方钢支撑梁17。顶板16优选设置为U型,以便对位于其上的方钢支撑梁17进行限位支撑;通过转动调节螺筒15控制螺杆14从支撑杆2内伸出,能够实现将方钢支撑梁17快速的顶紧安装在满堂支架1的指定位置,提升安装及拆卸时的便利性。The support rod 2 is a steel pipe with a hollow inside, and a
支撑杆2与满堂支架1通过螺栓固定连接,支撑杆2底端转动设置有螺纹调节筒18,螺纹调节筒18两端对称设置有操作杆,螺纹调节杆19通过螺纹调节筒18活动位于支撑杆2内;螺纹调节杆19与移动滚轮5连接;通过转动螺纹调节筒18能够实现螺纹调节杆19在支撑杆2内的移入移出,进而达到对移动滚轮5的高度进行调节的目的,实现移动滚轮5与底板7之间的支撑转换。The support rod 2 is fixedly connected with the floor bracket 1 by bolts, and the bottom end of the support rod 2 is rotated to be provided with a threaded
本实用新型在使用时,当所施工通道顶板16达到拆模条件后,调整设置在满堂支架1顶部的顶托高度,落下设置在顶托上的方钢及模板,同时落下移动滚轮5使其与下方的移动轨道6接触,通过移动滚轮5为整个满堂支架1提供支撑,然后通过调节安装环10将底托上的底板7升起使其与地面脱离,最后将动力牵引设备设置在满堂支架1的前方指定位置,带动满堂支架1移动即可,为保证满堂支架1在移动时的稳定性及安全性,速度控制在1m/min以内确保满堂支架1稳定有序的移动到指定位置;当移动到位后,调节底板7与地面接触,升起移动滚轮5,再将顶托升起指定高度即可。通过对满堂支架1的迁移操作,能够在一次拼装后实现在同一施工通道内部的多次循环使用,每次移动时仅需对杆件及支撑体系进行转换即可,相对重新搭建而言,极大降低了劳动强度,提高了施工效率,同时没有对原有支架进行拆除,也避免了支架材料每次拆卸所遭到的冲击损耗,延长了支架材料的使用寿命。When the utility model is in use, when the
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN116411695A (en) * | 2023-04-23 | 2023-07-11 | 中交二航局(成都)建设工程有限公司 | Integral movable full-hall scaffold and method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN116411695A (en) * | 2023-04-23 | 2023-07-11 | 中交二航局(成都)建设工程有限公司 | Integral movable full-hall scaffold and method |
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