CN211173165U - Construction device for cylindrical special-shaped steel structure - Google Patents
Construction device for cylindrical special-shaped steel structure Download PDFInfo
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- CN211173165U CN211173165U CN201921781441.4U CN201921781441U CN211173165U CN 211173165 U CN211173165 U CN 211173165U CN 201921781441 U CN201921781441 U CN 201921781441U CN 211173165 U CN211173165 U CN 211173165U
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Abstract
本实用新型涉及一种用于筒状异型钢结构的搭建装置,包括:与待搭建的筒状异型钢结构相匹配的支撑柱;安装于支撑柱底部的胎架,该胎架供支撑和拼装钢结构单元;以及安装于支撑柱顶部的起吊件,该起吊件包括可升降调节的吊具,通过该吊具与钢结构单元固定连接并上升以带动钢结构单元沿支撑柱向上移动,进而于胎架上搭建下一节钢结构单元并与上方的钢结构单元固定连接,从而拼合形成筒状异型钢结构。本实用新型有效地解决了筒状异型钢结构搭建困难的问题,施工占用的土地面积较小,且搭建的成本较低,施工效率高,同时能够保证施工质量。
The utility model relates to a building device for a cylindrical special-shaped steel structure, comprising: a support column matched with a cylindrical special-shaped steel structure to be built; a tire frame installed at the bottom of the support column, the tire frame is used for supporting and assembling A steel structure unit; and a hoisting piece installed on the top of the support column, the hoisting piece includes a lifter that can be lifted and lowered, and is fixedly connected with the steel structure unit through the hoisting piece and rises to drive the steel structure unit to move up along the support column, and then in The next section of steel structure unit is built on the tire frame and fixedly connected with the upper steel structure unit, so as to form a cylindrical special-shaped steel structure. The utility model effectively solves the problem of difficult construction of the cylindrical special-shaped steel structure, the land area occupied by the construction is small, the construction cost is low, the construction efficiency is high, and the construction quality can be ensured at the same time.
Description
技术领域technical field
本实用新型涉及建筑施工领域,特指一种用于筒状异型钢结构的搭建装置。The utility model relates to the field of building construction, in particular to a building device for a cylindrical special-shaped steel structure.
背景技术Background technique
目前,随着建筑工程的高速发展,对于施工技术和施工质量的要求也越来越高,高耸双曲螺旋筒状钢结构因其美观等原因在建筑工程中被广泛应用,但这种筒状异型钢结构较为复杂,且一般高度较高,搭建的难度大,特别是当施工场地有限时,普通起重机械无法正常工作,若是采用满堂脚手架或高空散装的方法,则制作成本高昂且施工效率较低。At present, with the rapid development of construction projects, the requirements for construction technology and construction quality are getting higher and higher. The special-shaped steel structure is more complex, and generally has a high height, which makes it difficult to build. Especially when the construction site is limited, ordinary lifting machinery cannot work normally. If the method of full-scale scaffolding or high-altitude bulk is used, the production cost is high and the construction efficiency is high. lower.
实用新型内容Utility model content
本实用新型的目的在于克服现有技术的缺陷,提供一种用于筒状异型钢结构的搭建装置,解决了筒状异型钢结构搭建困难的问题,施工占用的土地面积较小,且搭建的成本较低,施工效率高,同时能够保证施工质量。The purpose of the utility model is to overcome the defects of the prior art, and to provide a construction device for a cylindrical special-shaped steel structure, which solves the problem that the cylindrical special-shaped steel structure is difficult to build, the land area occupied by the construction is small, and the construction The cost is low, the construction efficiency is high, and the construction quality can be guaranteed.
实现上述目的的技术方案是:The technical solution to achieve the above purpose is:
本实用新型提供了一种用于筒状异型钢结构的搭建装置,该筒状异型钢结构由若干钢结构单元拼装而成,该搭建装置包括:The utility model provides a construction device for a cylindrical special-shaped steel structure, wherein the cylindrical special-shaped steel structure is assembled by a plurality of steel structure units, and the construction device comprises:
与待搭建的筒状异型钢结构相匹配的支撑柱;Support columns matching the cylindrical shaped steel structure to be built;
安装于支撑柱底部的胎架,该胎架供支撑和拼装钢结构单元;以及a tire frame mounted on the bottom of the support column for supporting and assembling the steel structural unit; and
安装于支撑柱顶部的起吊件,该起吊件包括可升降调节的吊具,通过该吊具与钢结构单元固定连接并上升以带动钢结构单元沿支撑柱向上移动,进而于胎架上搭建下一节钢结构单元并与上方的钢结构单元固定连接,从而拼合形成筒状异型钢结构。A hoisting piece installed on the top of the support column, the hoisting piece includes a lifter that can be lifted and lowered, and is fixedly connected to the steel structure unit through the lifter and rises to drive the steel structure unit to move up along the support column, and then build up and down on the tire frame. A section of steel structure unit is fixedly connected with the upper steel structure unit to form a cylindrical special-shaped steel structure.
本实用新型采用一种用于筒状异型钢结构的搭建装置,利用胎架直接搭建套设于支撑柱的钢结构单元,进而利用吊具将该钢结构单元向上移动设定距离,再搭建下一节钢结构单元,将该钢结构单元与上一节钢结构单元固定连接,进而利用吊具将该两节钢结构单元一同向上吊起,直至所有钢结构单元相互连接以拼合形成筒状异型钢结构,不需要设置满堂脚手架,钢结构单元的连接位置在胎架顶部即靠近地面的位置,且施工较为安全,解决了筒状异型钢结构搭建困难的问题,施工占用的土地面积较小,且搭建的成本较低,施工效率高,同时能够保证施工质量。The utility model adopts a building device for a cylindrical special-shaped steel structure, uses a tire frame to directly build a steel structure unit sleeved on a support column, and then uses a hanger to move the steel structure unit upward by a set distance, and then build a lower One section of steel structure unit, the steel structure unit is fixedly connected with the previous section of steel structure unit, and then the two steel structure units are lifted up together with a sling until all the steel structure units are connected to each other to form a cylindrical special shape The steel structure does not need to set up scaffolding. The connection position of the steel structure unit is at the top of the tire frame, which is close to the ground, and the construction is relatively safe, which solves the problem of difficult construction of the cylindrical special-shaped steel structure. And the construction cost is low, the construction efficiency is high, and the construction quality can be guaranteed.
本实用新型用于筒状异型钢结构的搭建装置的进一步改进在于,该胎架截面呈环状,包括套设于支撑柱的筒体、间隔安装于筒体的横撑以及支撑于横撑与筒体的斜撑;A further improvement of the utility model for the erection device of the cylindrical special-shaped steel structure lies in that the cross section of the tire frame is annular, and includes a cylindrical body sleeved on the support column, a cross brace installed on the cylindrical body at intervals, and a cross brace supported on the cross brace and the cross brace. The diagonal brace of the cylinder;
该钢结构单元包括若干钢条,该钢条通过点焊的方式临时固定于横撑,进而该钢条相互焊接以形成钢结构单元,并解除钢条与横撑的连接。The steel structure unit includes a plurality of steel bars, the steel bars are temporarily fixed to the cross brace by spot welding, and then the steel bars are welded to each other to form the steel structure unit, and the connection between the steel bars and the cross brace is released.
本实用新型用于筒状异型钢结构的搭建装置的进一步改进在于,该横撑和斜撑可拆卸地安装于筒体。The further improvement of the utility model for the erection device of the cylindrical special-shaped steel structure lies in that the transverse brace and the diagonal brace are detachably installed on the cylinder body.
本实用新型用于筒状异型钢结构的搭建装置的进一步改进在于,该支撑柱的顶部预埋有部分露出的固定件,该固定件的露出部分固定有水平梁,该水平梁远离固定件的一端向支撑柱外凸伸,该起吊件安装于水平梁的凸伸部分。A further improvement of the utility model for the erection device of the cylindrical special-shaped steel structure is that a partially exposed fixing piece is pre-embedded at the top of the support column, and the exposed part of the fixing piece is fixed with a horizontal beam, and the horizontal beam is far from the side of the fixing piece. One end protrudes out of the support column, and the hoisting piece is installed on the protruding part of the horizontal beam.
本实用新型用于筒状异型钢结构的搭建装置的进一步改进在于,该吊具上设置有若干向外凸伸的支杆,通过该支杆对应与钢结构单元连接。A further improvement of the utility model for the erection device of the cylindrical special-shaped steel structure lies in that the hanger is provided with a plurality of outwardly protruding support rods, through which the support rods are correspondingly connected with the steel structure unit.
本实用新型用于筒状异型钢结构的搭建装置的进一步改进在于,该支撑柱位于胎架上方的侧壁可拆卸地安装有限位杆,通过限位杆穿过被吊起的钢结构单元,以防止被吊起的钢结构单元坠落。A further improvement of the utility model for the erection device of the cylindrical special-shaped steel structure lies in that a limit rod is detachably installed on the side wall of the support column located above the tire frame, and the limit rod passes through the suspended steel structure unit, To prevent the suspended steel structure unit from falling.
本实用新型用于筒状异型钢结构的搭建装置的进一步改进在于,该起吊件为顶升液压油缸,且与吊具通过钢绞线连接。The further improvement of the utility model for the erection device for the cylindrical special-shaped steel structure lies in that the hoisting piece is a jacking hydraulic oil cylinder, and is connected with the hoisting device through a steel strand.
附图说明Description of drawings
图1为本实用新型用于筒状异型钢结构的搭建装置的整体剖视图。FIG. 1 is an overall cross-sectional view of a construction device for a cylindrical special-shaped steel structure according to the present invention.
图2为本实用新型用于筒状异型钢结构的搭建装置的使用状态示意图。FIG. 2 is a schematic diagram of the use state of the construction device for the cylindrical special-shaped steel structure of the present invention.
图3为本实用新型用于筒状异型钢结构的搭建装置的俯视图,其中省略了右侧的胎架结构。FIG. 3 is a top view of a construction device for a cylindrical special-shaped steel structure of the present invention, wherein the right side frame structure is omitted.
图4为本实用新型用于筒状异型钢结构的搭建装置中吊具部分的放大示意图。FIG. 4 is an enlarged schematic view of the part of the spreader in the construction device for the cylindrical special-shaped steel structure of the present invention.
具体实施方式Detailed ways
下面结合附图和具体实施例对本实用新型作进一步说明。The present utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.
本实用新型采用一种用于筒状异型钢结构的搭建装置,利用胎架直接搭建套设于支撑柱的钢结构单元,进而利用吊具将该钢结构单元向上移动设定距离,再搭建下一节钢结构单元,将该钢结构单元与上一节钢结构单元固定连接,进而利用吊具将该两节钢结构单元一同向上吊起,直至所有钢结构单元相互连接以拼合形成筒状异型钢结构,不需要设置满堂脚手架,钢结构单元的连接位置在胎架顶部即靠近地面的位置,且施工较为安全,解决了筒状异型钢结构搭建困难的问题,施工占用的土地面积较小,且搭建的成本较低,施工效率高,同时能够保证施工质量。下面结合附图对本实用新型用于筒状异型钢结构的搭建装置进行说明。The utility model adopts a building device for a cylindrical special-shaped steel structure, uses a tire frame to directly build a steel structure unit sleeved on a support column, and then uses a hanger to move the steel structure unit upward by a set distance, and then build a lower One section of steel structure unit, the steel structure unit is fixedly connected with the previous section of steel structure unit, and then the two steel structure units are lifted up together with a sling until all the steel structure units are connected to each other to form a cylindrical special shape The steel structure does not need to set up scaffolding. The connection position of the steel structure unit is at the top of the tire frame, which is close to the ground, and the construction is relatively safe, which solves the problem of difficult construction of the cylindrical special-shaped steel structure. And the construction cost is low, the construction efficiency is high, and the construction quality can be guaranteed. The following describes the construction device of the utility model for the cylindrical special-shaped steel structure with reference to the accompanying drawings.
参阅图1,图1为本实用新型用于筒状异型钢结构的搭建装置的整体剖视图。下面结合图1,对本实用新型用于筒状异型钢结构的搭建装置进行说明。Referring to FIG. 1 , FIG. 1 is an overall cross-sectional view of a construction device for a cylindrical special-shaped steel structure of the present invention. The following describes the construction device of the present invention for a cylindrical special-shaped steel structure with reference to FIG. 1 .
结合图1和图2所示,本实用新型提供了一种用于筒状异型钢结构的搭建装置,该筒状异型钢结构21由若干钢结构单元211拼装而成,该搭建装置包括:1 and 2, the utility model provides a construction device for a cylindrical special-shaped steel structure, the cylindrical special-
与待搭建的筒状异型钢结构21相匹配的支撑柱11;The
安装于支撑柱11底部的胎架12,该胎架12供支撑和拼装钢结构单元211;以及The
安装于支撑柱11顶部的起吊件13,该起吊件13包括可升降调节的吊具131,通过该吊具131与钢结构单元211固定连接并上升以带动钢结构单元211沿支撑柱11向上移动,进而于胎架12上搭建下一节钢结构单元211并与上方的钢结构单元211固定连接,从而拼合形成筒状异型钢结构21。The hoisting
进一步的,该起吊件13为提升液压油缸,该提升液压油缸通过钢绞线132与吊具131连接,通过液压油缸驱动钢绞线132向上移动以带动吊具131上升。Further, the hoisting
较佳地,结合图4所示,该吊具131上设置有若干向外凸伸的支杆,通过该支杆对应与钢结构单元211连接,以保持钢绞线132竖直,即通过多个节点与钢结构单元211固定连接,使得吊具131与钢结构单元211的连接更加稳定,也能够防止起吊过程中钢构件单元211发生晃动。Preferably, as shown in FIG. 4 , the
作为本实用新型的一较佳实施方式,该胎架12截面呈环状,包括套设于支撑柱11的筒体121、间隔安装于筒体121的横撑122以及支撑于横撑122与筒体121的斜撑123;As a preferred embodiment of the present invention, the cross-section of the
该钢结构单元211包括若干钢条,该钢条通过点焊的方式临时固定于横撑122,进而该钢条相互焊接以形成钢结构单元211,并解除钢条与横撑122的连接。The
具体的,该横撑122和斜撑123可拆卸地安装于筒体121。Specifically, the
较佳地,该横撑122和斜撑123可通过螺栓连接的方式安装于筒体121,也可采用焊接的方式安装于筒体121,采用焊接方式时,钢结构单元211安装完成后割断横撑122和斜撑123与筒体121的连接,待下一节钢结构单元211搭建前将横撑122和斜撑123焊接于筒体121。Preferably, the
进一步的,结合图3所示,该支撑柱11的顶部预埋有部分露出的固定件14,该固定件14的露出部分固定有水平梁141,该水平梁141远离固定件14的一端向支撑柱11外凸伸,该起吊件13安装于水平梁141的凸伸部分。Further, as shown in FIG. 3 , a partially exposed
进一步的,该支撑柱11位于胎架12上方的侧壁可拆卸地安装有限位杆,通过限位杆穿过被吊起的钢结构单元211,以防止被吊起的钢结构单元211坠落。Further, a limit rod is detachably installed on the side wall of the
较佳地,该支撑柱11位于胎架12上方的侧壁预埋有部分露出的预埋件,通过限位杆焊接于预埋件的方式将限位杆安装于支撑柱11。Preferably, a partially exposed embedded part is embedded in the side wall of the
本实用新型的一具体实施方式如下:A specific embodiment of the present utility model is as follows:
根据待搭建的筒状异型钢结构21的尺寸浇筑混凝土以形成相匹配的支撑柱11,将胎架12安装于支撑柱11靠近地面的外侧壁上,在支撑柱11的顶部预埋固定件14并在固定件14上安装部分向外凸伸的水平梁141,在水平梁141的凸伸部分安装起吊件13;Concrete is poured according to the size of the cylindrical special-
提供钢条,将钢条与横撑122点焊连接以暂时固定钢条的位置,根据设计图纸将钢条相互焊接,从而于胎架12上形成钢结构单元211,将起吊件13的吊具131与该钢结构单元2111固定连接,进而断开横撑122与钢条的连接,并拆卸横撑122与斜撑123,利用起吊件13驱动吊具131带动该钢结构单元211沿支撑柱11向上移动设定距离;Provide steel bars, connect the steel bars to the
该钢结构单元211吊升到位后,将一限位杆穿过钢结构单元211并安装于支撑柱11,以防止钢结构单元211坠落,在吊升下一节钢结构单元211前,拆除限位杆,以防止限位杆阻挡钢结构单元211向上移动;After the
提供钢条,搭建下一节钢结构单元211,将该钢结构单元211的顶部与上一节钢结构单元211的底部固定连接,利用起吊件13驱动吊具131带动已连接的钢结构单元211一同沿支撑柱向上移动设定距离,再搭建并连接下一节钢结构单元211,最终搭建形成筒状异型钢结构21;Provide steel bars, build the next section of
拆除支撑柱11并将吊具131松开顶部的钢结构单元211,使得筒状异型钢结构21与该搭建装置脱离,搭建过程中由于钢结构单元211套设于支撑柱11,因此相邻两节钢结构单元211始终位于一直线上,能够保证施工的精度要求,另外搭建时全程于支撑柱11附近施工,占用的空间较小,且不需要大型起吊机,降低了搭建成本。Remove the
以上结合附图实施例对本实用新型进行了详细说明,本领域中普通技术人员可根据上述说明对本实用新型做出种种变化例。因而,实施例中的某些细节不应构成对本实用新型的限定,本实用新型将以所附权利要求书界定的范围作为本实用新型的保护范围。The present invention has been described in detail above with reference to the embodiments of the accompanying drawings, and those of ordinary skill in the art can make various modifications to the present invention according to the above description. Therefore, some details in the embodiments should not be construed to limit the present invention, and the present invention will take the scope defined by the appended claims as the protection scope of the present invention.
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| CN110685445A (en) * | 2019-10-23 | 2020-01-14 | 中国建筑第八工程局有限公司 | Building device for cylindrical special-shaped steel structure and construction method thereof |
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