CN206397132U - One kind can have enough to meet the need top support type truss floor support plate temporary support instrument - Google Patents
One kind can have enough to meet the need top support type truss floor support plate temporary support instrument Download PDFInfo
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- CN206397132U CN206397132U CN201621374215.0U CN201621374215U CN206397132U CN 206397132 U CN206397132 U CN 206397132U CN 201621374215 U CN201621374215 U CN 201621374215U CN 206397132 U CN206397132 U CN 206397132U
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Abstract
本实用新型公开了一种可周转顶托式桁架楼承板临时支撑工具,包括卡扣式底座,卡扣式底座上固定有钢管立柱,钢管立柱内插套有顶托,卡扣式底座、钢管立柱和顶托形成可调支撑架,其中,卡扣式底座咬合在工字横梁上,顶托的上端支撑有双钢管,顶托通过调节装置调节高度。本实用新型结构简单、操作方便、可节省人力、财力同时提高施工效率。
The utility model discloses a temporary support tool for a truss floor bearing plate which can be turned over and supports, which comprises a buckle-type base, on which a steel pipe column is fixed, and a jacking bracket is inserted into the steel pipe column, the buckle-type base, The steel pipe column and the jacking support form an adjustable support frame, in which the buckle-type base bites on the I-shaped beam, and the upper end of the jacking support is supported by double steel pipes, and the height of the jacking support is adjusted by an adjustment device. The utility model has the advantages of simple structure and convenient operation, which can save manpower and financial resources and improve construction efficiency at the same time.
Description
技术领域technical field
本实用新型涉及一种建筑施工过程中桁架楼承板临时支撑工具,尤其是一种可周转顶托式桁架楼承板临时支撑工具。The utility model relates to a temporary support tool for a truss floor bearing plate in the building construction process, in particular to a temporary supporting tool for a truss floor bearing plate which can be turned over and supported.
背景技术Background technique
目前,大多数建筑工程均采用钢筋桁架楼承板,桁架楼承板跨度超过设计允许最大跨度,需设置临时支撑后方可进行混凝土浇筑,传统做法为搭设钢管满堂架,耗时耗人工,无法满足现场施工进度需求,同时大量周转材料需人工进行搬运,施工成本较高。At present, most construction projects use reinforced truss floor slabs. The span of truss floor slabs exceeds the maximum span allowed by the design. Temporary supports must be installed before concrete pouring. The traditional method is to erect steel pipe full-height frames, which is time-consuming and labor-intensive. On-site construction schedule requirements, and a large number of turnover materials need to be manually transported, and the construction cost is relatively high.
实用新型内容Utility model content
本实用新型的主要任务是为了解决上述现有技术存在的缺陷,提供一种结构简单、操作方便、可节省人力、财力同时提高施工效率的可周转顶托式桁架楼承板临时支撑工具。The main task of the utility model is to solve the above-mentioned defects in the prior art, and provide a temporary supporting tool for the truss floor slab with a simple structure, convenient operation, saving manpower and financial resources, and improving construction efficiency at the same time.
本实用新型通过下述技术方案实现:The utility model is realized through the following technical solutions:
一种可周转顶托式桁架楼承板临时支撑工具,包括卡扣式底座,所述卡扣式底座上固定有钢管立柱,所述钢管立柱内插套有顶托,所述卡扣式底座、钢管立柱和顶托形成可调支撑架,其中,所述卡扣式底座咬合在工字横梁上,所述顶托的上端支撑有双钢管,所述顶托通过调节装置调节高度。A temporary support tool for a truss floor deck that can be turned over and supported, including a buckle-type base, a steel pipe column is fixed on the buckle-type base, and a jacking bracket is inserted into the steel pipe column, and the buckle-type base 1. The steel pipe column and the jacking support form an adjustable support frame, wherein the buckle-type base is engaged on the I-beam, the upper end of the jacking support is supported by double steel pipes, and the height of the jacking support is adjusted by an adjustment device.
进一步地,所述调节装置为设置在所述顶托上的顶托调节阀。Further, the adjusting device is a jacking adjusting valve arranged on the jacking.
进一步地,所述卡扣式底座为钢板焊接而成的U型卡扣。Further, the buckle-type base is a U-shaped buckle welded by steel plates.
进一步地,所述钢板为厚10mm。Further, the steel plate is 10 mm thick.
进一步地,所述工字横梁包括工字横梁上叶缘板和工字横梁下叶缘板,所述U型卡扣咬合在所述工字横梁下叶缘板上。Further, the I-beam includes an I-beam upper edge plate and an I-beam lower edge plate, and the U-shaped buckle is engaged with the I-beam lower edge plate.
进一步地,所述U型卡扣的上部钢板设置有两个螺栓孔,所述螺栓孔固定有螺母,所述螺母螺纹连接有螺栓,并通过螺栓使U型卡扣咬合在工字钢梁下叶缘板上。Further, the upper steel plate of the U-shaped buckle is provided with two bolt holes, the bolt holes are fixed with nuts, and the nuts are threaded with bolts, and the U-shaped buckle is engaged under the I-shaped steel beam through the bolts on the leaf margin.
进一步地,所述顶托由螺柱和固定在所述螺柱上端的U型板构成,所述螺柱设置于所述钢管立柱内,所述U型板支撑有双钢管。Further, the jacking bracket is composed of a stud and a U-shaped plate fixed on the upper end of the stud, the stud is arranged in the steel pipe column, and the U-shaped plate supports double steel pipes.
本实用新型的有益效果:该可周转顶托式桁架楼承板临时支撑工具由卡扣式底座、钢管立柱、顶托组成,充分利用结构钢梁为支撑点,施工方便,成本较低,避免了大量满堂架架体搭设,大大减少支撑材料投入,提高施工工效。Beneficial effects of the utility model: the temporary support tool for the truss floor bearing plate of the turnaround jack-up type truss is composed of a buckle-type base, a steel pipe column, and a jack-up. A large number of full hall frames are erected, which greatly reduces the input of support materials and improves construction efficiency.
附图说明Description of drawings
图1为本实用新型一种可周转顶托式桁架楼承板临时支撑工具支撑双钢管正视结构示意图;Fig. 1 is a front view structural diagram of a double steel pipe supported by a temporary support tool for a turnable top-supporting truss floor deck of the utility model;
图2为本实用新型一种可周转顶托式桁架楼承板临时支撑工具支撑双钢管侧视结构示意图;Fig. 2 is a side-view structure schematic diagram of a double steel pipe supported by a temporary support tool for a turnable jack-up type truss floor deck of the utility model;
图3为本实用新型一种可周转顶托式桁架楼承板临时支撑工具正视结构示意图;Fig. 3 is a front view structural diagram of a temporary support tool for a turnable top-supporting truss floor deck of the utility model;
图4为本实用新型一种可周转顶托式桁架楼承板临时支撑工具侧视结构示意图;Fig. 4 is a side view structural schematic diagram of a temporary support tool for a turnable top-supporting truss floor deck of the utility model;
其中:1-卡扣式底座,2-螺栓,3-钢管立柱,4-顶托调节阀,5-顶托,6-双钢管,7-工字横梁下叶缘板,8-工字横梁上叶缘板。Among them: 1- snap-on base, 2- bolts, 3- steel pipe column, 4- jacking regulating valve, 5- jacking, 6- double steel pipes, 7- I-beam lower leaf edge plate, 8- I-beam Upper leaf margin.
具体实施方式detailed description
如图1至4所示,一种可周转顶托式桁架楼承板临时支撑工具,包括卡扣式底座1,卡扣式底座1上固定有钢管立柱3,钢管立柱3内插套有顶托5,卡扣式底座1、钢管立柱3和顶托5形成可调支撑架,支撑横向双钢管,与纵、横向支撑钢管组合形成一个稳固有效的支撑体系。其中,卡扣式底座1咬合在工字横梁上,顶托5的上端支撑有双钢管6,顶托5通过调节装置调节高度。As shown in Figures 1 to 4, a temporary support tool for a truss floor slab that can be turned around, including a buckle-type base 1, on which a steel pipe column 3 is fixed, and the steel pipe column 3 is inserted with a top Support 5, buckle-type base 1, steel pipe column 3 and jacking 5 form an adjustable support frame, supporting horizontal double steel pipes, and combining with longitudinal and horizontal supporting steel pipes to form a stable and effective support system. Wherein, the buckle-type base 1 is engaged on the I-beam, the upper end of the jacking bracket 5 is supported by double steel pipes 6, and the height of the jacking bracket 5 is adjusted by an adjusting device.
进一步地,调节装置为设置在顶托5上的顶托调节阀4。该顶托调节阀4用于调节顶托5的高度。Further, the adjusting device is a jacking adjusting valve 4 arranged on the jacking 5 . The jacking adjustment valve 4 is used to adjust the height of the jacking 5 .
进一步地,卡扣式底座1为10mm厚钢板焊接而成的U型卡扣。该设置使得可调支撑架更加稳固支撑横向双钢管6。Further, the buckle-type base 1 is a U-shaped buckle welded by 10mm thick steel plates. This setting enables the adjustable support frame to more stably support the horizontal double steel pipes 6 .
进一步地,工字横梁包括工字横梁上叶缘板8和工字横梁下叶缘板,U型卡扣咬合在工字横梁下叶缘板7上。该设置使得可调支撑架更加稳固支撑横向双钢管6。Further, the I-beam includes the upper edge plate 8 of the I-beam and the lower edge plate of the I-beam, and the U-shaped buckle is engaged on the lower edge plate 7 of the I-beam. This setting enables the adjustable support frame to more stably support the horizontal double steel pipes 6 .
进一步地,U型卡扣的上部钢板设置有两个螺栓孔,螺栓孔固定有螺母,螺母螺纹连接有螺栓2,并通过螺栓2使U型卡扣咬合在工字钢梁的下叶缘板上。U型卡扣的上部钢板留设2个螺栓孔,螺母与螺栓孔对齐并焊接固定,通过螺栓2,可使U型卡扣咬合在工字钢梁下叶缘板7上,形成稳固支点。Further, the upper steel plate of the U-shaped buckle is provided with two bolt holes, the bolt holes are fixed with nuts, and the nuts are threadedly connected with bolts 2, and the U-shaped buckle is engaged with the lower edge plate of the I-shaped steel beam through the bolts 2 superior. The upper steel plate of the U-shaped buckle is provided with 2 bolt holes, and the nuts are aligned with the bolt holes and fixed by welding. Through the bolt 2, the U-shaped buckle can be engaged on the lower leaf edge plate 7 of the I-shaped steel beam to form a stable fulcrum.
进一步地,顶托5由螺柱和固定在螺柱上端的U型板构成,螺柱设置于钢管立柱3内,U型板支撑横向双钢管6。顶托5插入钢管立柱3内,起支撑横向双钢管6及调节高度作用。Further, the jacking 5 is composed of a stud and a U-shaped plate fixed on the upper end of the stud, the stud is arranged in the steel pipe column 3, and the U-shaped plate supports the transverse double steel pipe 6 . The jacking 5 is inserted into the steel pipe column 3 to support the horizontal double steel pipes 6 and adjust the height.
以上结合实施例和说明书附图对本实用新型的技术方案进行了详细阐述,应该说明的是,本实用新型的保护范围包括但并不限于上述实施例,说明书附图中所涉及的图形也只是本实用新型创意的若干种具体体现,所述技术领域的技术人员还可以在此基础上做出具备其他外观或结构的具体实施例,任何不脱离本实用新型创新理念的简单变形或等同替换,均涵盖于本实用新型,属于本实用新型的保护范围。The technical solutions of the present utility model have been described in detail above in conjunction with the embodiments and the accompanying drawings of the description. It should be noted that the protection scope of the present utility model includes but is not limited to the above-mentioned embodiments. There are several concrete manifestations of the utility model creativity, and those skilled in the technical field can also make specific embodiments with other appearances or structures on this basis. It is covered by the utility model and belongs to the protection scope of the utility model.
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| CN201621374215.0U CN206397132U (en) | 2016-12-15 | 2016-12-15 | One kind can have enough to meet the need top support type truss floor support plate temporary support instrument |
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| CN201621374215.0U CN206397132U (en) | 2016-12-15 | 2016-12-15 | One kind can have enough to meet the need top support type truss floor support plate temporary support instrument |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111502254A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Hanging type formwork support-free frame for construction of beam system steel structure floor slab |
| CN112523543A (en) * | 2020-12-25 | 2021-03-19 | 北京中铁建建筑科技有限公司 | Upright rod bearing piece and manufacturing method thereof |
| CN113684958A (en) * | 2021-09-01 | 2021-11-23 | 广州市恒盛建设工程有限公司 | Construction method for assembling steel bar truss composite floor slab of reinforced concrete frame structure |
| CN113719153A (en) * | 2021-08-09 | 2021-11-30 | 上海建工七建集团有限公司 | Temporary support and mounting method thereof |
| CN117108053A (en) * | 2023-07-14 | 2023-11-24 | 中国建筑第二工程局有限公司 | An adjustable ultra-low bracket suitable for subway station cover construction and its installation method |
| CN117449591A (en) * | 2023-10-30 | 2024-01-26 | 中建钢构股份有限公司 | Self-supporting formwork support structure and construction method |
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2016
- 2016-12-15 CN CN201621374215.0U patent/CN206397132U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502254A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Hanging type formwork support-free frame for construction of beam system steel structure floor slab |
| CN112523543A (en) * | 2020-12-25 | 2021-03-19 | 北京中铁建建筑科技有限公司 | Upright rod bearing piece and manufacturing method thereof |
| CN113719153A (en) * | 2021-08-09 | 2021-11-30 | 上海建工七建集团有限公司 | Temporary support and mounting method thereof |
| CN113684958A (en) * | 2021-09-01 | 2021-11-23 | 广州市恒盛建设工程有限公司 | Construction method for assembling steel bar truss composite floor slab of reinforced concrete frame structure |
| CN117108053A (en) * | 2023-07-14 | 2023-11-24 | 中国建筑第二工程局有限公司 | An adjustable ultra-low bracket suitable for subway station cover construction and its installation method |
| CN117449591A (en) * | 2023-10-30 | 2024-01-26 | 中建钢构股份有限公司 | Self-supporting formwork support structure and construction method |
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