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CN105525742B - A quick disassembly and assembly frame structure for platform structure support and its construction method - Google Patents

A quick disassembly and assembly frame structure for platform structure support and its construction method Download PDF

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Publication number
CN105525742B
CN105525742B CN201511002159.8A CN201511002159A CN105525742B CN 105525742 B CN105525742 B CN 105525742B CN 201511002159 A CN201511002159 A CN 201511002159A CN 105525742 B CN105525742 B CN 105525742B
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plate
wooden box
support
platform structure
screw
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CN105525742A (en
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王涛
厉海龙
齐志广
朱勇军
张文元
李文鹏
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Beijing Tian Hongyuanfang Architectural Design Co Ltd
Ccdi (beijing) International Architectural Design Consultants Co Ltd
Beijing National Aquatics Center Co Ltd
Harbin Institute of Technology Shenzhen
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Beijing Tian Hongyuanfang Architectural Design Co Ltd
Ccdi (beijing) International Architectural Design Consultants Co Ltd
Beijing National Aquatics Center Co Ltd
Harbin Institute of Technology Shenzhen
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/18Scaffolds primarily resting on the ground adjustable in height
    • E04G1/20Scaffolds comprising upright members and provision for supporting cross-members or platforms at different positions therealong

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

一种用于平台结构支撑的快速拆装架体结构及其施工方法,架体结构自下而上包括调节丝杠底座、脚手架和顶部组合连接件,调节丝杠底座设在底部平面上,包括底板和垂直焊接在底板上表面的四个丝杠;脚手架相邻四根立杆的底部分别套装在同一个调节丝杠底座的四个丝杠上;顶部组合连接件安装在脚手架顶部,安装位置与调节丝杠底座对应,其支承顶板通过上部连接螺栓与平台结构固定连接,脚手架相邻四根立杆插入同一个顶部组合连接件的四个外套管内并抵住限位板。本发明可根据需要组成大面积的支撑架体,为各类平台结构面提供有效支承,具有单元承载力可调、整体刚度可控、架体高度可调、现场拆装快捷方便、储存运输方便、制作成本低等优势。

A quick disassembly and assembly frame structure for platform structure support and its construction method. The frame structure includes an adjustment screw base, scaffolding and top combination connectors from bottom to top. The adjustment screw base is arranged on the bottom plane, including The base plate and the four lead screws welded vertically on the upper surface of the base plate; the bottoms of the four adjacent vertical poles of the scaffold are respectively set on the four lead screws of the same adjusting screw base; the top combination connector is installed on the top of the scaffold, and the installation position The base of the adjusting screw is corresponding, and its supporting top plate is fixedly connected with the platform structure through the upper connecting bolts. The four adjacent vertical poles of the scaffold are inserted into the four outer sleeves of the same top combined connector and resist the limit plate. The invention can form a large-area support frame according to the needs, provide effective support for various platform structural surfaces, have adjustable unit bearing capacity, controllable overall stiffness, adjustable frame height, quick and convenient on-site disassembly and assembly, and convenient storage and transportation , Low production cost and other advantages.

Description

一种用于平台结构支撑的快速拆装架体结构及其施工方法A quick disassembly and assembly frame structure for platform structure support and its construction method

技术领域technical field

本发明涉及钢结构领域,特别是涉及一种用于池体填充并支撑池体上部平台结构面的快速拆装架体结构及其施工方法。The invention relates to the field of steel structures, in particular to a quick disassembly frame structure and a construction method for filling a pool body and supporting the upper platform structure surface of the pool body.

背景技术Background technique

目前,在平台结构支撑体系施工中,常用工具式脚手架作为支撑架体,配合可调节底座和顶托组合,上部架设主次梁并平铺木板形成平台结构面。此种形式的支撑架体承载力及稳定性不可控,且高度及水平方向位置调节精度差,在对架体搭设要求严格的情况下则不能适用,限制了此种架体的广泛应用。At present, in the construction of the platform structure support system, tool-type scaffolding is commonly used as the support frame body, combined with an adjustable base and jacking bracket, the upper part is erected with primary and secondary beams and flat planks to form the platform structure surface. The bearing capacity and stability of this type of supporting frame are uncontrollable, and the adjustment accuracy of height and horizontal position is poor, so it cannot be applied when the requirements for erecting the frame are strict, which limits the wide application of this type of frame.

此外,2022年冬奥会、冬季残奥会期间,水立方内将举办冰壶和轮椅冰壶比赛。为配合冬奥场馆要求,水立方内部场馆将进行改造,将室内游泳场馆临时转换成冰上项目的场馆。这就需要在原有常规场馆的场地上构建冰面及其下部基础,冰上项目完成以后再恢复场地原貌。在改建与恢复的过程中均不能破坏原有场地。同时考虑场馆的运行需求,要求能够快速地随时完成功能上的转换。在场馆的原有场地上建设冰面基础的常规方案很多,如堆积各类砌块、搭设钢结构或混凝土结构框架上托保温板或温控板,或者在原底部平面上做防水直接浇冰等。但这些方法均不具备通用性与灵活性,或装拆周期长,或基础笨重难以在室内展开大型施工机械操作,或对原有场地损害严重,或基础材料无法重复安装利用。种种弊端不利于场地功能的随时转换,不具备较好的经济效益,也不符合绿色环保的发展主旋律。In addition, during the 2022 Winter Olympics and Winter Paralympics, curling and wheelchair curling competitions will be held in the Water Cube. In order to meet the requirements of the Winter Olympics venues, the internal venues of the Water Cube will be transformed, and the indoor swimming venues will be temporarily converted into venues for ice events. This requires the construction of the ice surface and its underlying foundation on the site of the original conventional venues, and the original appearance of the site will be restored after the ice project is completed. In the process of reconstruction and restoration, the original site cannot be damaged. At the same time, considering the operational requirements of the venue, it is required to quickly complete the functional conversion at any time. There are many conventional schemes for building ice surface foundations on the original site of the stadium, such as stacking various blocks, erecting steel structures or concrete structures to support insulation boards or temperature control boards, or waterproofing and directly pouring ice on the original bottom plane, etc. . However, these methods are not versatile and flexible, or the assembly and disassembly cycle is long, or the foundation is too heavy to carry out large-scale construction machinery operations indoors, or the original site is seriously damaged, or the basic materials cannot be reinstalled and reused. All kinds of disadvantages are not conducive to the conversion of site functions at any time, do not have good economic benefits, and do not conform to the main theme of green and environmental protection development.

因此有必要开发一种用于支撑平台结构面的快速拆装架体组合形式,使其适应室内临时冰场冰面支承的高效节能方案,要求其具有以下特点:1)有足够的承载能力及刚度,能够在上部荷载作用下,确保架体整体各方向的稳定性;2)安装、拆卸及运输方便灵活,并可重复使用;3)具有较好的经济性,造价合理。Therefore, it is necessary to develop a combination form of quick disassembly and assembly frame for supporting the structural surface of the platform, so that it can adapt to the high-efficiency and energy-saving scheme for the ice surface support of the indoor temporary ice rink. It is required to have the following characteristics: 1) It has sufficient bearing capacity and Rigidity can ensure the stability of the frame body in all directions under the action of the upper load; 2) It is convenient and flexible to install, disassemble and transport, and can be reused; 3) It has good economy and reasonable cost.

发明内容Contents of the invention

本发明主要解决的技术问题是提供一种用于平台结构支撑的快速拆装架体结构,解决平台结构下部支承结构体承载力及稳定性不可控、高度及水平方向位置调节精度差、不能应用于对架体搭设要求严格的情况下的技术问题,同时可以应用到泳池改建冰场的项目中,实现室内临时冰场冰面支承的高效节能效果,提高其在力学、稳定性和经济性等方面的各种技术指标,使其具有整体刚度大、承载力高、现场拆装方便、存储运输方便且制作成本低等特点。The technical problem mainly solved by the present invention is to provide a quick disassembly and assembly frame structure for the support of the platform structure, which solves the uncontrollable bearing capacity and stability of the support structure of the lower part of the platform structure, poor adjustment accuracy of height and horizontal position, and cannot be applied. For the technical problems in the case of strict requirements on the erection of the frame, it can also be applied to the project of rebuilding the ice rink from the swimming pool to realize the high-efficiency and energy-saving effect of the ice surface support of the indoor temporary ice rink, and improve its mechanics, stability and economy. Various technical indicators in various aspects make it have the characteristics of large overall rigidity, high bearing capacity, convenient disassembly and assembly on site, convenient storage and transportation, and low production cost.

为解决上述技术问题,本发明采用如下技术方案:In order to solve the problems of the technologies described above, the present invention adopts the following technical solutions:

一种用于平台结构支撑的快速拆装架体结构,支撑在平台结构的底部,其特征在于:自下而上包括调节丝杠底座、脚手架和顶部组合连接件;A quick disassembly and assembly frame structure for platform structure support, supported at the bottom of the platform structure, characterized in that: from bottom to top, it includes an adjustment screw base, scaffolding and top combined connectors;

其中,所述调节丝杠底座设在底部平面上,包括最底部水平设置的方形底板和垂直焊接在方形底板上表面上的四个丝杠,所述四个丝杠呈矩形排布;Wherein, the base of the adjusting lead screw is arranged on the bottom plane, including a square bottom plate arranged horizontally at the bottom and four lead screws vertically welded on the upper surface of the square bottom plate, and the four lead screws are arranged in a rectangular shape;

所述脚手架为工具式脚手架,包括立杆和连接在立杆之间的水平杆,相邻四根立杆的底部分别套装在同一个调节丝杠底座的四个丝杠上;The scaffolding is a tool-type scaffolding, including vertical rods and horizontal rods connected between the vertical rods, and the bottoms of the four adjacent vertical rods are respectively sleeved on the four lead screws of the same adjusting screw base;

所述顶部组合连接件安装在脚手架的顶部,安装位置与调节丝杠底座对应,其包括支承顶板、外套管、内套管和限位板,所述支承顶板水平支撑在平台结构之下,其下表面上垂直焊接有四个呈矩形分布的外套管,所述外套管内部固定有水平的限位板,所述限位板与支承顶板之间的外套管内部设内套管,所述支承顶板通过上部连接螺栓与平台结构固定连接;所述脚手架相邻的四根立杆的上部分别插入同一个顶部组合连接件的四个外套管内并与限位板相抵。The top combined connector is installed on the top of the scaffolding, and the installation position corresponds to the base of the adjusting screw. It includes a supporting top plate, an outer sleeve, an inner sleeve and a limit plate. The supporting top plate is horizontally supported under the platform structure, and its Four outer casings distributed in a rectangular shape are vertically welded on the lower surface, and a horizontal limiting plate is fixed inside the outer casing, and an inner casing is arranged inside the outer casing between the limiting plate and the supporting top plate, and the supporting The top plate is fixedly connected with the platform structure through the upper connecting bolts; the upper parts of the four adjacent vertical poles of the scaffold are respectively inserted into the four outer casings of the same top combined connector and abut against the limit plate.

优选的,所述平台结构为多个矩形的木箱单元在平面内拼接形成的组合结构,所述木箱单元包括上面板和下底板,中间由肋板分割形成格状空间,所述格状空间内填充有隔热材料;所述木箱单元的四个角部都设有竖向的调节螺杆,在四个木箱单元拼接的角部设有木箱连接支座;所述顶部组合连接件的支承顶板与木箱单元中间的下底板或木箱单元拼接点处的木箱连接支座固定连接。Preferably, the platform structure is a combined structure formed by splicing a plurality of rectangular wooden box units in a plane. The wooden box unit includes an upper panel and a lower bottom plate, and the middle is divided by ribs to form a lattice space. The lattice The space is filled with heat insulating material; the four corners of the wooden box unit are provided with vertical adjustment screws, and the corners of the four wooden box units are provided with wooden box connecting supports; the top combined connection The supporting top plate of the piece is fixedly connected with the lower bottom plate in the middle of the wooden box unit or the wooden box connection support at the splicing point of the wooden box unit.

其中,所述木箱单元拼接点包括位于平台结构中间的拼接点,此时四个木箱单元利用木箱连接支座进行拼接;所述木箱连接支座包括组装底板和垂直焊接在组装底板上表面的四个定位套筒,相邻四个木箱单元的调节螺杆分别套进四个定位套筒中;所述调节螺杆与定位套筒并螺纹连接;所述组装底板与所述组装底板与顶部组合连接件的支承顶板螺栓连接。Wherein, the splicing point of the wooden box unit includes a splicing point located in the middle of the platform structure. At this time, the four wooden box units are spliced using the wooden box connecting support; the wooden box connecting support includes an assembly base plate and a vertical welding on the assembly base The four positioning sleeves on the upper surface, the adjusting screw rods of the four adjacent wooden box units are respectively inserted into the four positioning sleeves; the adjusting screw rods are connected with the positioning sleeves in parallel; the assembly base plate and the assembly base plate Bolted connection to the supporting roof plate of the top combination connector.

此外,在位于平台结构外围的拼接处,此时两个木箱单元利用木箱连接支座进行拼接;所述木箱连接支座包括组装底板和垂直焊接在组装底板上表面的两个定位套筒,所述两个定位套筒在组装底板上的固定位置与拼接处两个相邻木箱单元的调节螺杆的排布位置相对应,两个定位套筒为横向并列或纵向垂直排列,两个调节螺杆分别套进两个定位套筒中;所述调节螺杆与定位套筒并螺纹连接;所述组装底板与所述组装底板与顶部组合连接件的支承顶板螺栓连接。In addition, at the splicing place located on the periphery of the platform structure, two wooden box units are spliced using wooden box connecting supports; the wooden box connecting supports include an assembly base plate and two positioning sleeves welded vertically on the upper surface of the assembly base plate The fixed positions of the two positioning sleeves on the assembly base plate correspond to the arrangement positions of the adjusting screws of the two adjacent wooden box units at the joint. The two positioning sleeves are arranged side by side horizontally or vertically. Two adjusting screw rods are inserted into two positioning sleeves respectively; the adjusting screw rods are threadedly connected to the positioning sleeves; the assembly bottom plate is bolted to the supporting top plate of the assembly bottom plate and the top combined connector.

优选的,所述方形底板由方形的小底板拼接而成,每个小底板的上表面垂直焊接有一个丝杠,每组丝杠同时套用一个固定连接板,所述固定连接板上对应丝杠的位置开有孔洞,一个孔洞对应一根丝杠。Preferably, the square bottom plate is spliced by small square bottom plates, and a lead screw is vertically welded on the upper surface of each small bottom plate, and each set of lead screws is equipped with a fixed connecting plate at the same time, and the corresponding lead screw on the fixed connecting plate There are holes in the positions, and one hole corresponds to one lead screw.

进一步优选的,所述丝杠上套装有调节立杆高度的调节丝扣,调节丝扣与丝杠螺纹连接。Further preferably, the screw is fitted with an adjusting screw for adjusting the height of the vertical rod, and the adjusting screw is threadedly connected with the screw.

优选的,所述顶部组合连接件中,上部连接螺栓与支承顶板之间设有垫片;为进一步加强架体结构的强度,顶部组合连接件中,支承顶板与外套管外壁之间连接有加劲肋。Preferably, in the top combined connector, a gasket is provided between the upper connecting bolt and the supporting top plate; in order to further strengthen the strength of the frame structure, in the top combined connecting part, a stiffener is connected between the supporting top plate and the outer wall of the outer sleeve rib.

脚手架不止可以在地面以上进行支承,还可以设在池体中作为填充支撑结构,此时所述平台结构覆盖在池体上口。The scaffolding can not only be supported above the ground, but also can be set in the pool body as a filling support structure. At this time, the platform structure covers the upper mouth of the pool body.

在上述池体中作为填充支撑结构的情况下,优选将所述脚手架外围的立杆通过调节丝扣顶撑杆件与池体侧壁连接加强,并且在所述立杆与立杆之间、立杆与水平杆之间或水平杆与水平杆之间搭设斜杆。In the case of filling the support structure in the above-mentioned pool body, it is preferable to connect and strengthen the vertical poles on the periphery of the scaffold by adjusting the threaded top support rods and the side walls of the pool body, and between the vertical poles and the vertical poles, A slanting bar is set up between the vertical bar and the horizontal bar or between the horizontal bar and the horizontal bar.

此外,本发明还涉及上述一种用于平台结构支撑的快速拆装架体结构的施工方法,其特征在于,包括如下步骤:In addition, the present invention also relates to the construction method of the above-mentioned quick disassembly frame structure for platform structure support, which is characterized in that it includes the following steps:

步骤一、布置调节丝杠底座:对应设计脚手架的立杆的布置方式布置调节丝杠底座,若调节丝杠底座的方形底板由四个方形的小底板拼接而成,则将固定连接板同时套在四个下部调节丝杠底座的丝杠上;Step 1. Arrange the adjusting screw base: Arrange the adjusting screw base corresponding to the layout of the vertical rod of the scaffolding. If the square bottom plate of the adjusting screw base is spliced by four small square bottom plates, then the fixed connecting plate shall be set at the same time. On the screw of the four lower adjustment screw bases;

步骤二、搭设脚手架:对应调节丝杠底座搭设脚手架,并将立杆的底部套在丝杠上;Step 2. Set up the scaffolding: set up the scaffolding corresponding to the base of the adjusting screw, and put the bottom of the vertical pole on the screw;

步骤三、安装顶部组合连接件:在搭设好的脚手架的上方安装顶部组合连接件,将工具式脚手架相邻的四个立杆上部分别插入上部固定连接件的四个外套管内并与限位板相抵;Step 3. Install the top combined connector: Install the top combined connector above the erected scaffold, insert the upper parts of the four adjacent poles of the tool-type scaffold into the four outer sleeves of the upper fixed connector and connect them with the limit plate offset;

步骤四、平整度调整:调节调节丝杠底座,包括方形底板的摆放和调节丝扣的高度调节,使立杆高度符合要求,又可以利用木箱角部的调节螺杆进行微调,同时保证顶部组合连接件的平整度;Step 4. Adjustment of flatness: adjust the base of the screw, including the placement of the square bottom plate and the height adjustment of the screw, so that the height of the pole meets the requirements, and the adjustment screw at the corner of the wooden box can be used for fine-tuning, while ensuring the top Flatness of combined connectors;

步骤五、按照上述搭设方法进行大河拼组,形成大面积的用于平台结构支撑的快速拆装架体结构,当脚手架放置于池体中时,外围的立杆通过调节丝扣顶撑杆件与池体侧壁连接加强,至此,快速拆装架体结构施工完成。Step 5. According to the above-mentioned erection method, the big river is assembled to form a large-area quick-dismantling frame structure for platform structure support. When the scaffolding is placed in the pool body, the peripheral poles are supported by adjusting the threaded buckles. The connection with the side wall of the pool body is strengthened, so far, the construction of the quick disassembly frame structure is completed.

与现有技术相比,本发明的技术优势在于:Compared with prior art, the technical advantage of the present invention is:

1、强度高、稳定性好:从受力角度看,本发明快速拆装架体结构主要承受竖向荷载,同时需要考虑上部动荷载作用下的稳定性,竖向荷载方面,结构构造由下向上分别为调节丝杠底座、工具式脚手架、顶部组合连接件,通过承插方式进行组合,形成统一受力结构体系;侧向稳定性方面,通过在结构体系下部的调节丝杠底座中部安装固定连接板、在顶部安装顶部组合连接件进行整体加工制作,保证快装平台结构面架体的侧向稳定性;1. High strength and good stability: From the point of view of force, the quick disassembly and assembly frame structure of the present invention mainly bears vertical loads, and at the same time, the stability under the action of upper dynamic loads needs to be considered. In terms of vertical loads, the structural structure consists of the following Upward are the adjusting screw base, tool-type scaffolding, and top combined connectors, which are combined through sockets to form a unified force-bearing structural system; in terms of lateral stability, it is installed and fixed in the middle of the adjusting screw base at the lower part of the structural system The connecting plate and the top combined connecting piece are installed on the top for overall processing and production to ensure the lateral stability of the quick-loading platform structure surface frame;

2、组合操作方便灵活:将工具式脚手架的单元体进行有效组合,拆装方便,材料可周转利用;整体性较好,有效发挥工具式脚手架的方便性和灵活性,有效的克服工具式脚手架根部稳定性差的问题;2. The combination operation is convenient and flexible: the unit body of the tool-type scaffold is effectively combined, the disassembly and assembly are convenient, and the materials can be recycled; the integrity is good, the convenience and flexibility of the tool-type scaffold are effectively played, and the tool-type scaffold is effectively overcome. The problem of poor root stability;

3、高度可灵活调节:快速拆装架体结构可灵活进行架体高度调节,能达到平台结构水平方向准确调节的功能,克服由于各种原因所带来的制作误差、累积误差和施工误差;3. The height can be adjusted flexibly: the quick disassembly and assembly frame structure can be flexibly adjusted for the height of the frame body, which can achieve the function of accurately adjusting the horizontal direction of the platform structure, and overcome the production errors, cumulative errors and construction errors caused by various reasons;

综上,本发明以工具式脚手架配合调节丝杠底座和顶部组合连接件组成连接体,形成一个可调节高度、保证侧向稳定性、可以共同受力的整体结构体系,不仅可以作为地上平台支撑架体,还可以作为泳池内部填充支撑,适用范围广。To sum up, the present invention uses a tool-type scaffolding to cooperate with an adjustable screw base and a top combined connector to form a connecting body, forming an overall structural system that can adjust height, ensure lateral stability, and can be jointly stressed, and can not only be used as an above-ground platform support The frame can also be used as a filling support inside the swimming pool, and has a wide range of applications.

附图说明Description of drawings

图1是本发明涉及的快速拆装架体结构的实施例1的立面结构示意图;Fig. 1 is the elevation structure schematic diagram of Embodiment 1 of the quick disassembly and assembly frame structure related to the present invention;

图2是图1中A的局部放大图;Fig. 2 is a partial enlarged view of A in Fig. 1;

图3是本发明涉及的固定连接板1.3的结构示意图;Fig. 3 is a schematic structural view of the fixed connecting plate 1.3 involved in the present invention;

图4是本发明涉及的方形底板由4个小底板拼接时的结构示意图;Fig. 4 is a schematic structural view of the square base plate involved in the present invention when it is spliced by 4 small base plates;

图5是图1中B的局部放大图;Fig. 5 is a partially enlarged view of B in Fig. 1;

图6是本发明涉及的顶部组合连接件3与木箱连接支座7的连接关系示意图;Fig. 6 is a schematic diagram of the connection relationship between the top combined connector 3 and the wooden box connection support 7 involved in the present invention;

图7是图6中C-C剖面的剖面结构示意图;Fig. 7 is the sectional structure schematic diagram of C-C section in Fig. 6;

图8是本发明涉及的木箱单元的结构示意图。Fig. 8 is a schematic structural view of the wooden box unit involved in the present invention.

附图标记:1-调节丝杠底座、1.1-丝杠、1.2-方形底板、1.3-固定连接板、2-脚手架、2.1-立杆、2.2-水平杆、2.3-斜杆、3-顶部组合连接件、3.1-支承顶板、3.2-外套管、3.3-内套管、3.4-限位板、3.5-连接螺栓、3.6-垫片、3.7-加劲肋、4-平台结构、4.1-上面板、4.2-下底板、4.3-肋板、5-底部平面、6-隔热材料、7-木箱连接支座、7.1-组装底板、7.2-定位套筒、8-调节螺杆、9-调节丝扣、10-调节丝扣顶撑杆件、11-池体侧壁。Reference signs: 1-adjusting lead screw base, 1.1-leading screw, 1.2-square bottom plate, 1.3-fixed connecting plate, 2-scaffolding, 2.1-vertical rod, 2.2-horizontal rod, 2.3-slanting rod, 3-top combination Connectors, 3.1-supporting top plate, 3.2-outer casing, 3.3-inner casing, 3.4-limiting plate, 3.5-connecting bolt, 3.6-gasket, 3.7-stiffener, 4-platform structure, 4.1-upper panel, 4.2-Lower bottom plate, 4.3-Front plate, 5-Bottom plane, 6-Insulation material, 7-Wooden box connecting support, 7.1-Assembly bottom plate, 7.2-Positioning sleeve, 8-Adjusting screw, 9-Adjusting screw , 10-adjust the threaded buckle top support rod, 11-the side wall of the pool body.

具体实施方式detailed description

以下结合附图对本发明的原理和特征进行描述,所举实例只用于解释本发明,并非用于限定本发明的范围。The principles and features of the present invention are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the present invention, and are not intended to limit the scope of the present invention.

本发明涉及一种用于平台结构支撑的快速拆装架体结构,支撑在平台结构4的底部,其特征在于:如图1所示,自下而上包括调节丝杠底座1、脚手架2和顶部组合连接件3;其中,所述调节丝杠底座1设在底部平面5上,包括最底部水平设置的方形底板1.2和垂直焊接在方形底板上表面上的四个丝杠1.1,所述四个丝杠1.1呈矩形排布;所述脚手架2为工具式脚手架,包括立杆2.1和连接在立杆之间的水平杆2.2,如图2,相邻四根立杆2.1的底部分别套装在同一个调节丝杠底座1的四个丝杠1.1上;如图5,所述顶部组合连接件3安装在脚手架2的顶部,安装位置与调节丝杠底座1对应,其包括支承顶板3.1、外套管3.2、内套管3.3和限位板3.4,所述支承顶板3.1水平支撑在平台结构4之下,其下表面上垂直焊接有四个呈矩形分布的外套管3.2,所述外套管3.2内部固定有水平的限位板3.4,所述限位板3.4与支承顶板3.1之间的外套管内部设内套管3.3,所述支承顶板3.1通过上部连接螺栓3.5与平台结构4固定连接;所述脚手架2相邻的四根立杆2.1的上部分别插入同一个顶部组合连接件3的四个外套管3.2内并与限位板3.4相抵。The present invention relates to a quick disassembly and assembly frame structure used for platform structure support, which is supported on the bottom of platform structure 4, and is characterized in that: as shown in Figure 1, it includes an adjustment screw base 1, scaffolding 2 and The top combination connector 3; wherein, the adjusting lead screw base 1 is set on the bottom plane 5, including a square bottom plate 1.2 arranged horizontally at the bottom and four lead screws 1.1 vertically welded on the upper surface of the square bottom plate, the four Each screw 1.1 is arranged in a rectangle; the scaffold 2 is a tool-type scaffold, including a vertical rod 2.1 and a horizontal rod 2.2 connected between the vertical rods, as shown in Figure 2, the bottoms of the four adjacent vertical rods 2.1 are respectively set on the same On the four leading screws 1.1 of an adjusting screw base 1; as shown in Figure 5, the top combined connector 3 is installed on the top of the scaffold 2, and the installation position corresponds to the adjusting screw base 1, which includes a supporting top plate 3.1, an outer sleeve 3.2. The inner sleeve 3.3 and the limit plate 3.4. The support top plate 3.1 is horizontally supported under the platform structure 4, and four outer sleeves 3.2 in a rectangular distribution are vertically welded on its lower surface, and the outer sleeve 3.2 is internally fixed There is a horizontal limit plate 3.4, an inner sleeve 3.3 is arranged inside the outer sleeve between the limit plate 3.4 and the support top plate 3.1, and the support top plate 3.1 is fixedly connected to the platform structure 4 through the upper connecting bolt 3.5; the scaffold 2. The upper parts of the four adjacent vertical rods 2.1 are respectively inserted into the four outer sleeves 3.2 of the same top combined connector 3 and abut against the limiting plate 3.4.

如图8,所述平台结构4可以为普通平面板体,也可以为多个矩形的木箱单元在平面内拼接形成的组合结构,所述木箱单元包括上面板4.1和下底板4.2,中间由肋板4.3分割形成格状空间,所述格状空间内填充有隔热材料6;所述木箱单元的四个角部都设有竖向的调节螺杆8,在四个木箱单元拼接的角部设有木箱连接支座7;所述顶部组合连接件3的支承顶板3.1与木箱单元中间的下底板或木箱单元拼接点处的木箱连接支座7固定连接。如图6和图7,所述木箱单元拼接点包括位于平台结构4中间的拼接点,此时四个木箱单元利用木箱连接支座7进行拼接;所述木箱连接支座7包括组装底板7.1和垂直焊接在组装底板7.1上表面的四个定位套筒7.2,相邻四个木箱单元的调节螺杆8分别套进四个定位套筒7.2中;所述调节螺杆8与定位套筒7.2并螺纹连接;所述组装底板7.1与所述组装底板7.1与顶部组合连接件3的支承顶板3.1螺栓连接。所述木箱单元拼接点还包括位于平台结构4外围的拼接处,此时两个木箱单元利用木箱连接支座7进行拼接;所述木箱连接支座7包括组装底板7.1和垂直焊接在组装底板7.1上表面的两个定位套筒7.2,所述两个定位套筒7.2在组装底板7.1上的固定位置与拼接处两个相邻木箱单元的调节螺杆8的排布位置相对应,为横向并列或纵向垂直排列,两个调节螺杆8分别套进两个定位套筒7.2中;所述调节螺杆8与定位套筒7.2并螺纹连接;所述组装底板7.1与所述组装底板7.1与顶部组合连接件3的支承顶板3.1螺栓连接。As shown in Fig. 8, the platform structure 4 can be a common planar body, or a combined structure formed by splicing a plurality of rectangular wooden box units in a plane. The wooden box unit includes an upper panel 4.1 and a lower bottom panel 4.2, and the middle The ribs 4.3 are divided to form a grid-like space, and the grid-like space is filled with heat-insulating material 6; the four corners of the wooden box unit are provided with vertical adjustment screws 8, and the four wooden box units are spliced The corner of the wooden box is provided with a wooden box connection support 7; the supporting top plate 3.1 of the top combined connector 3 is fixedly connected with the wooden box connection support 7 at the lower bottom plate in the middle of the wooden box unit or at the splicing point of the wooden box unit. As shown in Fig. 6 and Fig. 7, the splicing point of described wooden box unit comprises the splicing point in the middle of platform structure 4, and now four wooden box units utilize wooden box connecting support 7 to carry out splicing; Described wooden box connecting support 7 includes The assembly bottom plate 7.1 and four positioning sleeves 7.2 vertically welded on the upper surface of the assembly bottom plate 7.1, the adjustment screw rods 8 of the four adjacent wooden box units are respectively inserted into the four positioning sleeves 7.2; the adjustment screw rods 8 and the positioning sleeves The barrel 7.2 is screwed together; the assembly bottom plate 7.1 is bolted to the support top plate 3.1 of the top combined connector 3 . The splicing point of the wooden box unit also includes a splicing place located at the periphery of the platform structure 4. At this time, the two wooden box units are spliced using the wooden box connecting support 7; the wooden box connecting support 7 includes an assembly base plate 7.1 and a vertical welding The two positioning sleeves 7.2 on the upper surface of the assembly base plate 7.1, the fixed positions of the two positioning sleeves 7.2 on the assembly base plate 7.1 correspond to the arrangement positions of the adjusting screw rods 8 of the two adjacent wooden box units at the joint , for horizontal parallel or longitudinal vertical arrangement, two adjusting screw rods 8 are inserted into two positioning sleeves 7.2 respectively; said adjusting screw rods 8 and positioning sleeves 7.2 are threadedly connected; said assembly base plate 7.1 and said assembly base plate 7.1 It is bolted to the supporting top plate 3.1 of the top combined connector 3.

如图3和图4,所述方形底板1.2可以是一整块,也可以如图4那样由两个或四个方形的小底板拼接而成,每个小底板的上表面垂直焊接有一个丝杠1.1,一组丝杠1.1同时套用一个固定连接板1.3,固定连接板1.3为矩形板,其上在丝杠1.1对应位置开有孔洞,一个孔洞对应一根丝杠1.1,本实施例的固定连接板1.3上设有4个矩形排列的孔洞,对应四个小底板拼接成的方形底板1.2。优选的,所述丝杠1.1上套装有调节立杆2.1高度的调节丝扣9,调节丝扣9与下部调节丝杠底座的丝杠1.1螺纹连接。所述顶部组合连接件3中,上部连接螺栓3.5与支承顶板3.1之间设有垫片3.6。顶部组合连接件3中, 支承顶板3.1与外套管3.2外壁之间连接有加劲肋3.7。As shown in Figures 3 and 4, the square bottom plate 1.2 can be a whole piece, or can be spliced by two or four square small bottom plates as shown in Figure 4, and a wire is vertically welded on the upper surface of each small bottom plate. Rod 1.1, a set of leading screw 1.1 is applied with a fixed connecting plate 1.3 at the same time, the fixed connecting plate 1.3 is a rectangular plate, there are holes on it at the corresponding position of leading screw 1.1, and a hole corresponds to a leading screw 1.1, the fixed connecting plate 1.3 of this embodiment The connecting plate 1.3 is provided with 4 holes arranged in a rectangle, corresponding to the square bottom plate 1.2 formed by splicing four small bottom plates. Preferably, the screw 1.1 is overlaid with an adjustment screw 9 for adjusting the height of the vertical rod 2.1, and the adjustment screw 9 is threadedly connected to the screw 1.1 at the base of the lower adjustment screw. In the top combined connector 3, a gasket 3.6 is provided between the upper connecting bolt 3.5 and the supporting top plate 3.1. In the top combined connector 3, a stiffening rib 3.7 is connected between the supporting top plate 3.1 and the outer wall of the outer casing 3.2.

脚手架2不止可以在地面以上进行支承,还可以如图1设在池体中,此时平台结构4覆盖在池体上口,为加强强度,将所述脚手架2外围的立杆通过调节丝扣顶撑杆件10与池体侧壁11连接加强;所述立杆2.1与立杆2.1之间、立杆2.1与水平杆2.2之间或水平杆2.2与水平杆2.2之间还搭设斜杆2.3。Scaffold 2 can not only be supported above the ground, but can also be set in the pool body as shown in Figure 1. At this time, the platform structure 4 covers the upper mouth of the pool body. The top support rod member 10 is connected and strengthened with the side wall 11 of the pool body; a diagonal rod 2.3 is also set up between the vertical rod 2.1 and the vertical rod 2.1, between the vertical rod 2.1 and the horizontal rod 2.2 or between the horizontal rod 2.2 and the horizontal rod 2.2.

本发明还涉及上述一种用于平台结构支撑的快速拆装架体结构的施工方法,其特征在于,包括如下步骤:The present invention also relates to the above-mentioned construction method for the quick disassembly and assembly of the frame structure supported by the platform structure, which is characterized in that it includes the following steps:

步骤一、布置调节丝杠底座1:对应设计脚手架2的立杆2.1的布置方式布置调节丝杠底座1,若调节丝杠底座1的方形底板1.2由四个方形的小底板拼接而成,则将固定连接板1.3同时套在四个下部调节丝杠底座的丝杠1.1上;Step 1. Arranging the adjusting screw base 1: Arranging the adjusting screw base 1 according to the arrangement of the vertical pole 2.1 of the scaffolding 2. If the square bottom plate 1.2 of the adjusting screw base 1 is spliced by four small square bottom plates, then Put the fixed connecting plate 1.3 on the screw 1.1 of the four lower adjusting screw bases at the same time;

步骤二、搭设脚手架2:对应调节丝杠底座1搭设脚手架2,并将立杆2.1的底部套在丝杠1.1上;Step 2. Set up the scaffolding 2: Set up the scaffolding 2 corresponding to the adjustment screw base 1, and put the bottom of the vertical pole 2.1 on the screw 1.1;

步骤三、安装顶部组合连接件3:在搭设好的脚手架2的上方安装顶部组合连接件3,将工具式脚手架相邻的四个立杆2.1上部分别插入上部固定连接件的四个外套管3.2内并与限位板3.4相抵;Step 3. Install the top combined connector 3: install the top combined connector 3 above the erected scaffold 2, and insert the upper parts of the four adjacent poles 2.1 of the tool-type scaffold into the four outer sleeves 3.2 of the upper fixed connector. Inside and against the limit plate 3.4;

步骤四、平整度调整:调节调节丝杠底座1,包括方形底板1.2的摆放和调节丝扣9的高度调节,使立杆2.1高度符合要求,同时保证顶部组合连接件3的平整度;Step 4, flatness adjustment: adjust the screw base 1, including the placement of the square bottom plate 1.2 and the height adjustment of the adjustment screw 9, so that the height of the vertical pole 2.1 meets the requirements, and at the same time ensure the flatness of the top combined connector 3;

步骤五、按照上述搭设方法进行大河拼组,形成大面积的用于平台结构支撑的快速拆装架体结构,当脚手架2放置于池体中时,周边外围的立杆通过调节丝扣顶撑杆件10与池体侧壁11对顶支撑,至此,快速拆装架体架构施工完成。Step 5. According to the above-mentioned erecting method, the big river is assembled to form a large-area quick-dismantling frame structure for the support of the platform structure. When the scaffolding 2 is placed in the pool body, the vertical poles around the periphery are supported by adjusting the screw buckles. The rods 10 are supported against the side wall 11 of the pool body. So far, the construction of the quick detachable frame structure is completed.

以上所述仅为本发明的实施例,并非因此限制本发明的专利范围,凡是利用本发明说明书及附图内容所作的等效结构或等效流程变换,或直接或间接运用在其他相关的技术领域,均同理包括在本发明的专利保护范围内。The above is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the description of the present invention and the contents of the accompanying drawings, or directly or indirectly used in other related technologies fields, all of which are equally included in the scope of patent protection of the present invention.

Claims (8)

1.一种用于平台结构支撑的快速拆装架体结构,支撑在平台结构(4)的底部,其特征在于:自下而上包括调节丝杠底座(1)、脚手架(2)和顶部组合连接件(3);1. A quick disassembly and assembly frame structure used for platform structure support, supported on the bottom of the platform structure (4), characterized in that it includes an adjustment screw base (1), scaffolding (2) and top from bottom to top Combined connector (3); 其中,所述调节丝杠底座(1)设在底部平面(5)上,包括最底部水平设置的方形底板(1.2)和垂直焊接在方形底板上表面上的四个丝杠(1.1),所述四个丝杠(1.1)呈矩形排布;Wherein, the adjusting lead screw base (1) is set on the bottom plane (5), including a square base plate (1.2) arranged horizontally at the bottom and four lead screws (1.1) vertically welded on the upper surface of the square base plate, so The four lead screws (1.1) are arranged in a rectangle; 所述脚手架(2)为工具式脚手架,包括立杆(2.1)和连接在立杆之间的水平杆(2.2),相邻四根立杆(2.1)的底部分别套装在同一个调节丝杠底座(1)的四个丝杠(1.1)上;The scaffolding (2) is a tool-type scaffolding, including vertical rods (2.1) and horizontal rods (2.2) connected between the vertical rods, and the bottoms of the four adjacent vertical rods (2.1) are respectively set on the same adjustment screw base (1) on the four lead screws (1.1); 所述顶部组合连接件(3)安装在脚手架(2)的顶部,安装位置与调节丝杠底座(1)对应,其包括支承顶板(3.1)、外套管(3.2)、内套管(3.3)和限位板(3.4),所述支承顶板(3.1)水平支撑在平台结构(4)之下,其下表面上垂直焊接有四个呈矩形分布的外套管(3.2),所述外套管(3.2)内部固定有水平的限位板(3.4),所述限位板(3.4)与支承顶板(3.1)之间的外套管内部设内套管(3.3),所述支承顶板(3.1)通过上部连接螺栓(3.5)与平台结构(4)固定连接;所述脚手架(2)相邻的四根立杆(2.1)的上部分别插入同一个顶部组合连接件(3)的四个外套管(3.2)内并与限位板(3.4)相抵;The top combined connector (3) is installed on the top of the scaffold (2), and the installation position corresponds to the adjustment screw base (1), which includes a supporting top plate (3.1), an outer casing (3.2), and an inner casing (3.3) and a limit plate (3.4), the support top plate (3.1) is horizontally supported under the platform structure (4), and four outer casings (3.2) distributed in a rectangular shape are vertically welded on its lower surface, and the outer casing ( 3.2) A horizontal limit plate (3.4) is fixed inside, and an inner sleeve (3.3) is arranged inside the outer sleeve between the limit plate (3.4) and the support top plate (3.1), and the support top plate (3.1) passes through The upper connecting bolts (3.5) are fixedly connected to the platform structure (4); the upper parts of the four adjacent vertical poles (2.1) of the scaffold (2) are respectively inserted into the four outer sleeves (3.2) of the same top combined connector (3). ) and against the limit plate (3.4); 所述丝杠(1.1)上套装有调节立杆(2.1)高度的调节丝扣(9),所述调节丝扣(9)与丝杠(1.1)螺纹连接;The screw (1.1) is covered with an adjustment screw (9) for adjusting the height of the vertical rod (2.1), and the adjustment screw (9) is threadedly connected with the screw (1.1); 所述脚手架(2)设在池体中,所述平台结构(4)覆盖在池体上口。The scaffolding (2) is arranged in the pool body, and the platform structure (4) covers the upper mouth of the pool body. 2.根据权利要求1所述的一种用于平台结构支撑的快速拆装架体结构,其特征在于:所述平台结构(4)为多个矩形的木箱单元在平面内拼接形成的组合结构,所述木箱单元包括上面板(4.1)和下底板(4.2),中间由肋板(4.3)分割形成格状空间,所述格状空间内填充有隔热材料(6);所述木箱单元的四个角部都设有竖向的调节螺杆(8),在四个木箱单元拼接的角部设有木箱连接支座(7);所述顶部组合连接件(3)的支承顶板(3.1)与木箱单元中间的下底板(4.2)或木箱单元拼接点处的木箱连接支座(7)固定连接。2. A quick disassembly frame structure for platform structure support according to claim 1, characterized in that: the platform structure (4) is a combination of a plurality of rectangular wooden box units spliced in a plane structure, the wooden box unit includes an upper panel (4.1) and a lower bottom plate (4.2), and the middle is divided by ribs (4.3) to form a lattice space, and the lattice space is filled with heat insulating material (6); the The four corners of the wooden box unit are provided with vertical adjustment screws (8), and the wooden box connecting support (7) is provided at the corners where the four wooden box units are spliced; the top combined connecting piece (3) The support top plate (3.1) is fixedly connected with the lower bottom plate (4.2) in the middle of the wooden box unit or the wooden box connecting support (7) at the splicing point of the wooden box unit. 3.根据权利要求2所述的一种用于平台结构支撑的快速拆装架体结构,其特征在于:所述木箱单元拼接点包括位于平台结构(4)中间的拼接点,此时四个木箱单元利用木箱连接支座(7)进行拼接;所述木箱连接支座(7)包括组装底板(7.1)和垂直焊接在组装底板(7.1)上表面的四个定位套筒(7.2),相邻四个木箱单元的调节螺杆(8)分别套进四个定位套筒(7.2)中;所述调节螺杆(8)与定位套筒(7.2)并螺纹连接;所述组装底板(7.1)与所述组装底板(7.1)与顶部组合连接件(3)的支承顶板(3.1)螺栓连接。3. A quick disassembly frame structure for platform structure support according to claim 2, characterized in that: the splicing point of the wooden box unit includes a splicing point located in the middle of the platform structure (4), at this time four The wooden box units are spliced using the wooden box connection support (7); the wooden box connection support (7) includes the assembly bottom plate (7.1) and four positioning sleeves ( 7.2), the adjusting screws (8) of the four adjacent wooden box units are inserted into the four positioning sleeves (7.2) respectively; the adjusting screw (8) is threadedly connected with the positioning sleeves (7.2); the assembly The bottom plate (7.1) is bolted to the supporting top plate (3.1) of the assembled bottom plate (7.1) and the top combined connector (3). 4.根据权利要求2所述的一种用于平台结构支撑的快速拆装架体结构,其特征在于:所述木箱单元拼接点包括位于平台结构(4)外围的拼接点,此时两个木箱单元利用木箱连接支座(7)进行拼接;所述木箱连接支座(7)包括组装底板(7.1)和垂直焊接在组装底板(7.1)上表面的两个定位套筒(7.2),所述两个定位套筒(7.2)在组装底板(7.1)上的固定位置与拼接处两个相邻木箱单元的调节螺杆(8)的排布位置相对应,两个定位套筒(7.2)为横向并列或纵向垂直排列,两个调节螺杆(8)分别套进两个定位套筒(7.2)中;所述调节螺杆(8)与定位套筒(7.2)并螺纹连接;所述组装底板(7.1)与所述组装底板(7.1)与顶部组合连接件(3)的支承顶板(3.1)螺栓连接。4. A quick disassembly frame structure for platform structure support according to claim 2, characterized in that: the splicing point of the wooden box unit includes a splicing point located on the periphery of the platform structure (4), at this time the two The wooden box units are spliced using the wooden box connection support (7); the wooden box connection support (7) includes the assembly bottom plate (7.1) and two positioning sleeves ( 7.2), the fixed positions of the two positioning sleeves (7.2) on the assembly bottom plate (7.1) correspond to the arrangement positions of the adjusting screws (8) of the two adjacent wooden box units at the joint, and the two positioning sleeves The cylinders (7.2) are arranged horizontally or vertically, and the two adjusting screws (8) are inserted into the two positioning sleeves (7.2); the adjusting screw (8) and the positioning sleeve (7.2) are threadedly connected; The assembly bottom plate (7.1) is bolted to the supporting top plate (3.1) of the assembly bottom plate (7.1) and the top combined connector (3). 5.根据权利要求1~4任意一项所述的一种用于平台结构支撑的快速拆装架体结构,其特征在于:所述方形底板(1.2)由方形的小底板拼接而成,每个小底板的上表面垂直焊接有一个丝杠(1.1),每组丝杠(1.1)同时套用一个固定连接板(1.3),所述固定连接板(1.3)上对应丝杠(1.1)的位置开有孔洞,一个孔洞对应一根丝杠(1.1)。5. A quick disassembly frame structure for platform structure support according to any one of claims 1-4, characterized in that: the square bottom plate (1.2) is spliced by small square bottom plates, each A lead screw (1.1) is vertically welded on the upper surface of each small bottom plate, and each set of lead screws (1.1) is applied with a fixed connecting plate (1.3) at the same time, and the fixed connecting plate (1.3) corresponds to the position of the lead screw (1.1) There are holes, and one hole corresponds to one lead screw (1.1). 6.根据权利要求5所述的一种用于平台结构支撑的快速拆装架体结构,其特征在于:所述顶部组合连接件(3)中,上部连接螺栓(3.5)与支承顶板(3.1)之间设有垫片(3.6);支承顶板(3.1)与外套管(3.2)外壁之间连接有加劲肋(3.7)。6. A quick disassembly frame structure for platform structure support according to claim 5, characterized in that: in the top combined connector (3), the upper connecting bolt (3.5) and the supporting top plate (3.1 ) is provided with a gasket (3.6); a stiffener (3.7) is connected between the support top plate (3.1) and the outer wall of the outer casing (3.2). 7.根据权利要求5所述的一种用于平台结构支撑的快速拆装架体结构,其特征在于:所述脚手架(2)周边外围的立杆通过调节丝扣顶撑杆件(10)与池体侧壁(11)对顶支撑;所述立杆(2.1)与立杆(2.1)之间、立杆(2.1)与水平杆(2.2)之间或水平杆(2.2)与水平杆(2.2)之间还搭设斜杆(2.3)。7. A quick disassembly and assembly frame structure for platform structure support according to claim 5, characterized in that: the vertical poles on the periphery of the scaffold (2) are adjusted by adjusting the threaded top support rods (10) Supported against the side wall (11) of the pool body; between the vertical rod (2.1) and the vertical rod (2.1), between the vertical rod (2.1) and the horizontal rod (2.2) or between the horizontal rod (2.2) and the horizontal rod ( 2.2) Also set up a slanting rod (2.3) between them. 8.根据权利要求6或7任意一项所述的一种用于平台结构支撑的快速拆装架体结构的施工方法,其特征在于,包括如下步骤:8. A construction method for a quick disassembly frame structure supported by a platform structure according to any one of claims 6 or 7, characterized in that it comprises the following steps: 步骤一、布置调节丝杠底座(1):对应设计脚手架(2)的立杆(2.1)的布置方式布置调节丝杠底座(1),若调节丝杠底座(1)的方形底板(1.2)由四个方形的小底板拼接而成,则将固定连接板(1.3)同时套在四个下部调节丝杠底座的丝杠(1.1)上;Step 1. Arrange the adjusting screw base (1): Arrange the adjusting screw base (1) corresponding to the layout of the vertical rod (2.1) of the scaffold (2). If the square bottom plate (1.2) of the adjusting screw base (1) It is formed by splicing four small square bottom plates, then set the fixed connecting plate (1.3) on the screw (1.1) of the four lower adjusting screw bases at the same time; 步骤二、搭设脚手架(2):对应调节丝杠底座(1)搭设脚手架(2),并将立杆(2.1)的底部套在丝杠(1.1)上;Step 2. Set up the scaffolding (2): Set up the scaffolding (2) corresponding to the adjustment screw base (1), and put the bottom of the vertical pole (2.1) on the screw (1.1); 步骤三、安装顶部组合连接件(3):在搭设好的脚手架(2)的上方安装顶部组合连接件(3),将工具式脚手架相邻的四个立杆(2.1)上部分别插入上部固定连接件的四个外套管(3.2)内并与限位板(3.4)相抵;Step 3. Install the top combined connector (3): Install the top combined connector (3) above the erected scaffold (2), and insert the upper parts of the four adjacent poles (2.1) of the tool-type scaffold into the upper part for fixation Inside the four outer casings (3.2) of the connector and against the limit plate (3.4); 步骤四、平整度调整:调节调节丝杠底座(1),包括方形底板(1.2)的摆放和调节丝扣(9)的高度调节,使立杆(2.1)高度符合要求,同时保证顶部组合连接件(3)的平整度;Step 4. Flatness adjustment: adjust the screw base (1), including the placement of the square bottom plate (1.2) and the height adjustment of the threaded buckle (9), so that the height of the pole (2.1) meets the requirements, while ensuring the top combination The flatness of the connector (3); 步骤五、按照上述搭设方法进行搭设拼组,形成大面积的用于平台结构支撑的快速拆装架体结构,当脚手架(2)放置于池体中时,周边外围的立杆通过调节丝扣顶撑杆件(10)与池体侧壁(11)对顶支撑,至此,快速拆装架体结构施工完成。Step 5. Build and assemble according to the above-mentioned erecting method to form a large-area quick-dismantling frame structure for platform structure support. When the scaffold (2) is placed in the pool body, the vertical poles around the periphery are adjusted by adjusting the threaded buckle The top support bar (10) and the side wall (11) of the pool body are supported against the top, so far, the construction of the quick disassembly frame structure is completed.
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CN201031497Y (en) * 2007-05-08 2008-03-05 刘大为 Top end regulating mechanism of wrist lock/wheel lock type scaffolding steel tube pole setting
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