CN208168315U - The job platform of Zhongting for super high-rise building - Google Patents
The job platform of Zhongting for super high-rise building Download PDFInfo
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- CN208168315U CN208168315U CN201820357380.8U CN201820357380U CN208168315U CN 208168315 U CN208168315 U CN 208168315U CN 201820357380 U CN201820357380 U CN 201820357380U CN 208168315 U CN208168315 U CN 208168315U
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Abstract
本实用新型涉及一种用于超高层建筑的中庭的作业平台包括:多个立柱,立设于超高层建筑中对应中庭顶部处的楼板上,且立柱设于中庭的相对两侧;拉结固定于位于中庭两侧相对应的立柱之间的多个拉结结构;以及满铺于多个拉结结构上的平板结构;多个连接环,可拆卸地设于平板结构的底部,平板结构通过连接环扣设于对应的拉结结构上。本实用新型方便运输材料和施工,提高了施工效率。
The utility model relates to a working platform for an atrium of a super high-rise building, which comprises: a plurality of upright columns erected on the floor corresponding to the top of the atrium in the super high-rise building, and the upright columns are arranged on opposite sides of the atrium; A plurality of tie structures between the corresponding columns on both sides of the atrium; and a flat structure spread on the plurality of tie structures; a plurality of connecting rings are detachably arranged at the bottom of the flat structure, and the flat structure passes through The connecting ring buckle is arranged on the corresponding tie structure. The utility model facilitates material transportation and construction, and improves construction efficiency.
Description
技术领域technical field
本实用新型涉及建筑施工领域,尤指一种用于超高层建筑的中庭的作业平台。The utility model relates to the field of building construction, in particular to an operating platform used for the atrium of a super high-rise building.
背景技术Background technique
随着超高层建筑不断增多,大跨度、大空间的结构形式不只会在低层建筑中出现,许多超高层建筑为了满足使用功能需求,会在高层中设置中庭、通廊、大空间、大跨度等结构。例如中庭,通常是指建筑内部的庭院空间,其最大的特点是形成具有位于建筑内部的“室外空间”,是建筑设计中营造一种与外部空间既隔离又融合的特有形式,或者说是建筑内部环境分享外部自然环境的一种方式。中庭的应用可解决地下建筑固有的一些问题,诸如不良的心理反应、外部形象与特征不明显、观景与自然光线的限制、方向感差等。With the increasing number of super high-rise buildings, large-span and large-space structural forms not only appear in low-rise buildings, many super high-rise buildings will set up atriums, corridors, large spaces, and large spans in high-rise buildings in order to meet the functional requirements. structure. For example, the atrium usually refers to the courtyard space inside the building. Its biggest feature is to form an "outdoor space" located inside the building. A way in which the internal environment shares the external natural environment. The application of the atrium can solve some inherent problems of underground buildings, such as adverse psychological reactions, unclear external image and characteristics, limited viewing and natural light, poor sense of direction, etc.
与低层建筑相比,在高层建筑中对此类型的结构进行装饰装修施工时,存在材料的运输困难等问题。现有技术中常常通过搭设钢管操作架形成施工平台,来进行材料的运输。由于外幕墙封闭后才能进行室内装饰装修施工,而搭设钢管操作架需要在没有封闭外幕墙时进行,因此需要采用其他方式形成供运输材料的作业平台。Compared with low-rise buildings, when this type of structure is decorated in high-rise buildings, there are problems such as transportation of materials. In the prior art, a construction platform is often formed by erecting a steel pipe operation frame to transport materials. Since the interior decoration construction can only be carried out after the outer curtain wall is closed, and the erection of the steel pipe operation frame needs to be carried out when the outer curtain wall is not closed, it is necessary to use other methods to form a working platform for transporting materials.
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,提供一种用于超高层建筑的中庭的作业平台,解决现有技术中的问题。The purpose of the utility model is to overcome the defects of the prior art, provide a working platform for the atrium of a super high-rise building, and solve the problems of the prior art.
实现上述目的的技术方案是:The technical scheme for realizing the above-mentioned purpose is:
本实用新型提供一种用于超高层建筑的中庭的作业平台,包括:The utility model provides a work platform for the atrium of a super high-rise building, comprising:
多个立柱,立设于超高层建筑中对应中庭顶部处的楼板上,且所述立柱设于所述中庭的相对两侧;A plurality of uprights are erected on the floor at the top of the atrium in the super high-rise building, and the uprights are arranged on opposite sides of the atrium;
拉结固定于位于中庭两侧相对应的立柱之间的多个拉结结构;以及ties secured to multiple ties between corresponding uprights on either side of the atrium; and
满铺于所述多个拉结结构上的平板结构;a plate structure fully spread on the plurality of tie structures;
多个连接环,可拆卸地设于所述平板结构的底部,所述平板结构通过所述连接环扣设于对应的所述拉结结构上。A plurality of connecting rings are detachably arranged on the bottom of the flat structure, and the flat structure is fastened to the corresponding tie structure through the connecting rings.
本实用新型用于超高层建筑的中庭的作业平台的进一步改进在于,所述平板结构包括:The further improvement of the utility model for the work platform of the atrium of a super high-rise building is that the flat structure includes:
垂直设于所述拉结结构上的多个横杆;a plurality of horizontal bars vertically arranged on the tie structure;
拉结于所述多个横杆上的安全网;以及a safety net tied to the plurality of rails; and
底板,铺设于所述安全网上、且与所述横杆固定连接。The bottom plate is laid on the safety net and fixedly connected with the cross bar.
本实用新型用于超高层建筑的中庭的作业平台的进一步改进在于,所述连接环包括:The further improvement of the utility model for the working platform of the atrium of the super high-rise building is that the connecting ring includes:
固定于所述横杆侧部的条板;slats secured to the sides of the crossbar;
U型杆,承托于所述拉结结构的底部并向上穿设于所述条板,通过螺母螺合于所述U型杆实现所述条板和所述U型杆的固定连接。The U-shaped bar is supported on the bottom of the tie structure and penetrates upwards through the slat, and the nut is screwed to the U-shaped bar to realize the fixed connection between the slat and the U-shaped bar.
本实用新型用于超高层建筑的中庭的作业平台的进一步改进在于,所述拉结结构为拉结绳;The further improvement of the utility model for the work platform of the atrium of a super high-rise building is that the knot structure is a knot rope;
所述立柱固定有耳板,所述拉结绳的一端穿设于所述耳板固定,所述拉结绳的另一端通过收紧器固定于对应的所述立柱。The column is fixed with an ear plate, one end of the tie rope is threaded through the ear plate and fixed, and the other end of the tie rope is fixed to the corresponding column through a tightener.
本实用新型用于超高层建筑的中庭的作业平台的进一步改进在于,所述立柱顶撑于两个楼板之间,所述立柱的端部固定有预埋板,所述立柱通过螺栓穿设所述预埋板固定于对应的所述楼板。The further improvement of the utility model for the working platform of the atrium of a super high-rise building is that the column is supported between two floor slabs, and the end of the column is fixed with a pre-embedded plate, and the column is passed through by a bolt. The embedded panels are fixed to the corresponding floor slabs.
本实用新型用于超高层建筑的中庭的作业平台的进一步改进在于,位于所述立柱顶部的楼板底部靠近所述中庭设有结构梁,所述立柱设于所述结构梁上远离所述中庭的一侧,所述作业平台还包括横向支撑于所述结构梁和所述立柱之间的支撑杆;The further improvement of the utility model for the working platform of the atrium of a super high-rise building is that a structural beam is arranged at the bottom of the floor at the top of the column near the atrium, and the column is arranged on the structural beam far away from the atrium. On one side, the working platform further includes a support rod laterally supported between the structural beam and the column;
所述作业平台还包括斜向固定于所述立柱的底部和所述楼板之间的斜撑杆;The working platform also includes a diagonal brace fixed obliquely between the bottom of the column and the floor;
拉结连接于所述一对立柱之间、且位于所述平板结构底部的防护网结构。The tie is connected between the pair of columns and is located at the protective net structure at the bottom of the flat structure.
本实用新型用于超高层建筑的中庭的作业平台的有益效果:The beneficial effects of the utility model for the work platform of the atrium of the super high-rise building:
本实用新型通过将一对立柱立设于超高层建筑上、且对应于中庭的相对两侧,从而起到后续固定拉结结构的作用。采用多个拉结结构拉结于一对立柱之间并利用连接环扣设于对应拉结结构以将平板结构固定于所述拉结结构上,形成用于超高层建筑的中庭的作业平台,方便运输材料和施工,提高了施工效率,解决了超高层建筑难以搭设施工平台进行作业的问题,在结构特殊、工期紧、条件差的条件下,快速、优质、安全的完成施工任务,为整个工程施工进度赢得了时间。In the utility model, a pair of upright columns are erected on the super high-rise building and correspond to the opposite sides of the atrium, so as to play the role of subsequent fixed tie structure. A plurality of tie structures are used to tie between a pair of upright columns and a connecting ring is used to fasten the corresponding tie structure to fix the flat plate structure on the tie structure to form a working platform for the atrium of a super high-rise building, It facilitates the transportation of materials and construction, improves the construction efficiency, and solves the problem that it is difficult to build a construction platform for super high-rise buildings. Under the conditions of special structures, tight construction schedules, and poor conditions, the construction tasks can be completed quickly, high-quality, and safely. The progress of engineering construction has won time.
附图说明Description of drawings
图1为本实用新型用于超高层建筑的中庭的作业平台的结构示意图。Fig. 1 is the structural representation of the working platform of the utility model used in the atrium of a super high-rise building.
图2为本实用新型用于超高层建筑的中庭的作业平台的俯视图。Fig. 2 is the top view of the working platform of the utility model used in the atrium of a super high-rise building.
图3为本实用新型用于超高层建筑的中庭的作业平台的横杆和连接环的连接结构示意图。Fig. 3 is a schematic diagram of the connection structure of the crossbar and the connecting ring used in the work platform of the atrium of the super high-rise building according to the present invention.
图4为图1中A的放大示意图。FIG. 4 is an enlarged schematic view of A in FIG. 1 .
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。Below in conjunction with accompanying drawing and specific embodiment the utility model is further described.
参阅图1,显示了本实用新型用于超高层建筑的中庭的作业平台的结构示意图。参阅图2,显示了本实用新型用于超高层建筑的中庭的作业平台的俯视图。结合图1和图2所示,本实用新型用于超高层建筑的中庭的作业平台包括:多个立柱20,立设于超高层建筑10中对应中庭顶部处的楼板上,且立柱20设于中庭的相对两侧;拉结固定于位于中庭两侧相对应的立柱20之间的多个拉结结构30;以及铺设于多个拉结结构30上的平板结构40;多个连接环50,可拆卸地设于平板结构40的底部,平板结构40通过连接环50扣设于对应的拉结结构30,从而实现将平板结构40固定于拉结结构30上。本实用新型形成用于超高层建筑的中庭的作业平台,方便运输材料和施工,提高了施工效率,解决了超高层建筑难以搭设施工平台进行作业的问题,在结构特殊、工期紧、条件差的条件下,快速、优质、安全的完成施工任务,为整个工程施工进度赢得了时间。Referring to Fig. 1, it shows the structural representation of the utility model for the working platform of the atrium of super high-rise building. Referring to Fig. 2, it shows a top view of the working platform of the utility model for the atrium of a super high-rise building. Shown in conjunction with Fig. 1 and Fig. 2, the utility model is used for the operation platform of the atrium of super high-rise building and comprises: a plurality of columns 20, erected on the floor at the top of the atrium in super high-rise building 10, and column 20 is located at The opposite sides of the atrium; the knots are fixed to a plurality of knot structures 30 between the corresponding columns 20 on both sides of the atrium; and the flat plate structure 40 laid on the plurality of knot structures 30; a plurality of connecting rings 50, It is detachably arranged on the bottom of the plate structure 40 , and the plate structure 40 is fastened to the corresponding tie structure 30 through the connecting ring 50 , so as to realize fixing the plate structure 40 on the tie structure 30 . The utility model forms a work platform for the atrium of a super high-rise building, which is convenient for transporting materials and construction, improves construction efficiency, and solves the problem that it is difficult for a super high-rise building to set up a construction platform for operation. Under the conditions, the construction tasks were completed quickly, with high quality and safely, which won time for the construction progress of the entire project.
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式,结合图1和图2所示,平板结构40包括:垂直设于拉结结构上的多个横杆41;拉结于多个横杆41上的安全网42;以及底板43,铺设于安全网42上、且与横杆41固定连接,从而形成连接超高层建筑上中庭的相对两侧的作业平台,方便运输材料和施工,提高了施工效率。As a preferred embodiment of the utility model for the work platform of the atrium of a super high-rise building, as shown in Figure 1 and Figure 2, the flat structure 40 includes: a plurality of cross bars 41 vertically arranged on the tie structure; The safety net 42 knotted on a plurality of cross bars 41; and the base plate 43, laid on the safety net 42 and fixedly connected with the cross bar 41, thereby forming a work platform connecting the opposite sides of the upper atrium of the super high-rise building, convenient for transportation Materials and construction, improving construction efficiency.
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式,参阅图3,显示了本实用新型用于超高层建筑的中庭的作业平台的横杆和连接环的连接结构示意图。结合图1、图2和图3所示,连接环50包括:固定于横杆41侧部的条板51;U型杆52,承托于拉结结构30的底部并向上穿设于条板51,并通过螺母53螺合于U型杆52实现条板51和U型杆52的固定连接。利用连接环50连接横杆41和拉结结构30,方便安装和拆卸,可周转使用,适用范围广。As a preferred embodiment of the utility model for the working platform of the atrium of a super high-rise building, refer to Fig. 3, which shows a schematic diagram of the connection structure of the crossbar and the connecting ring of the utility model for the working platform of the atrium of a super high-rise building . As shown in Figure 1, Figure 2 and Figure 3, the connecting ring 50 includes: a strip 51 fixed to the side of the cross bar 41; a U-shaped bar 52, supported on the bottom of the tie structure 30 and passing through the strip upwards 51, and the nut 53 is screwed on the U-shaped rod 52 to realize the fixed connection between the lath 51 and the U-shaped rod 52. The connecting ring 50 is used to connect the cross bar 41 and the tie structure 30, which is convenient for installation and disassembly, can be used repeatedly, and has a wide range of applications.
在安装时,先将拉结结构30固定于一对立柱20之间,然后将多个横杆41垂直设于拉结结构30上,多个横杆41间隔设置。将条板51焊接固定于横杆41侧部,条板51打两个孔,将U型杆52的开口向上,承托于拉结结构30的底部并向上穿设于条板51,最后将螺母53螺合于U型杆52进行固定,从而利用了连接环50将横杆41和拉结结构30固定。在拆卸时,将螺母53拧下来,将U型杆52取下来即可,提高了施工效率,方便周转使用。During installation, the tie structure 30 is first fixed between a pair of columns 20 , and then a plurality of cross bars 41 are vertically arranged on the tie structure 30 , and the plurality of cross bars 41 are arranged at intervals. Weld and fix the strip 51 to the side of the cross bar 41, punch two holes in the strip 51, put the opening of the U-shaped bar 52 upwards, support the bottom of the tie structure 30 and pass upwards through the strip 51, and finally place the The nut 53 is screwed to the U-shaped bar 52 for fixing, so that the connecting ring 50 is used to fix the cross bar 41 and the tie structure 30 . When disassembling, the nut 53 is unscrewed, and the U-shaped rod 52 can be taken off, which improves the construction efficiency and is convenient for turnover.
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式,拉结结构30为拉结绳;立柱20固定有耳板21,拉结绳的一端穿设于耳板21固定,拉结绳的另一端通过收紧器固定于对应的立柱20。多个拉结绳间隔固定,间距根据实际需要而定。As a preferred embodiment of the utility model for the working platform of the atrium of a super high-rise building, the tie structure 30 is a tie rope; the column 20 is fixed with an ear plate 21, and one end of the tie rope is fixed on the ear plate 21 , the other end of the tie rope is fixed to the corresponding column 20 through a tightener. A plurality of tie ropes are fixed at intervals, and the intervals are determined according to actual needs.
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式,参阅图4,显示了图1中A的放大示意图。结合图1至图4所示,立柱20顶撑于两个楼板之间,立柱20的端部固定有预埋板,立柱20通过螺栓60穿设预埋板固定于对应的楼板。将立柱20支设于相邻两层楼板之间并与对应的楼板固定连接,从而保证了立柱20和超高层建筑10的连接的稳定性和牢固性。As a preferred embodiment of the utility model for the working platform of the atrium of a super high-rise building, refer to FIG. 4 , which shows an enlarged schematic diagram of A in FIG. 1 . As shown in FIGS. 1 to 4 , the upright column 20 is propped between two floor slabs, the end of the upright column 20 is fixed with a pre-embedded plate, and the upright post 20 is fixed to the corresponding floor slab through bolts 60 through the pre-embedded plate. The upright column 20 is supported between two adjacent floor slabs and fixedly connected with the corresponding floor slab, thereby ensuring the stability and firmness of the connection between the upright column 20 and the super high-rise building 10 .
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式,位于立柱20顶部的楼板底部靠近中庭设有结构梁11,立柱20设于结构梁11上远离中庭的一侧,作业平台还包括横向支撑于结构梁11和立柱20之间的支撑杆22。当将拉结结构30拉结于一对立柱20之间,立柱20受到向中庭方向的拉力,这时支设于支撑于结构梁11和立柱20之间的支撑杆22对立柱20进行支撑,防止立柱20向中庭方向倾斜,保证了立柱20位于竖直方向,也保证了整体结构的稳定性。As a preferred embodiment of the utility model for the working platform of the atrium of a super high-rise building, a structural beam 11 is provided near the atrium at the bottom of the floor at the top of the column 20, and the column 20 is located on the side of the structural beam 11 away from the atrium. The work platform also includes support bars 22 supported laterally between the structural beams 11 and the columns 20 . When the tie structure 30 is tied between a pair of uprights 20, the uprights 20 are subjected to a pulling force toward the atrium, and at this moment, the support rods 22 supported between the structural beam 11 and the uprights 20 support the uprights 20, Preventing the column 20 from tilting toward the atrium ensures that the column 20 is located in the vertical direction and also ensures the stability of the overall structure.
作业平台还包括斜向固定于立柱20的底部和楼板之间的斜撑杆23;当将拉结结构30拉结于一对立柱20之间,立柱20受到向中庭方向的拉力,就利用斜撑杆23对立柱20的底部进行支撑,防止立柱20的底部向中庭方向倾斜,保证了立柱20位于竖直方向。The work platform also includes a diagonal brace 23 fixed obliquely between the bottom of the column 20 and the floor; The struts 23 support the bottom of the column 20 to prevent the bottom of the column 20 from tilting toward the atrium, and ensure that the column 20 is located in the vertical direction.
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式,本实用新型还包括拉结连接于一对立柱20之间、且位于立柱20和平板结构40底部的防护网结构50。防护网结构50包括钢丝绳和铺设于钢丝绳上的安全网。防护网结构50起到安全防护的作用。As a preferred embodiment of the utility model for the working platform of the atrium of a super high-rise building, the utility model also includes a protective net structure connected between a pair of columns 20 and located at the bottom of the column 20 and the flat structure 40 50. The protective net structure 50 includes a steel wire rope and a safety net laid on the steel wire rope. The protective net structure 50 plays the role of safety protection.
本实用新型还公开了一种用于超高层建筑的中庭的作业平台的施工方法,包括如下步骤:提供多个立柱20,将立柱20立设于超高层建筑中对应中庭顶部处的楼板上,且立柱20设于中庭的相对两侧;提供多个拉结结构30,将拉结结构30拉结固定于位于中庭两侧相对应的立柱20之间;提供平板结构40,将平板结构40铺设于多个拉结结构30上;以及提供多个连接环50,将连接环50可拆卸地设于平板结构40的底部,并将连接环50扣设于对应的拉结结构30,从而将平板结构40铺设固定于拉结结构30上。The utility model also discloses a construction method for the working platform of the atrium of a super high-rise building, comprising the following steps: providing a plurality of columns 20, erecting the columns 20 on the floor corresponding to the top of the atrium in the super high-rise building, And the uprights 20 are arranged on opposite sides of the atrium; provide a plurality of tie structures 30, and tie the tie structures 30 between the corresponding uprights 20 on both sides of the atrium; provide a flat structure 40, lay the flat structure 40 On a plurality of tie structures 30; and provide a plurality of connecting rings 50, the connecting rings 50 are detachably arranged on the bottom of the flat plate structure 40, and the connecting rings 50 are fastened to the corresponding tie structures 30, so that the flat plate The structure 40 is laid and fixed on the tie structure 30 .
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式的施工方法:提供平板结构40包括:提供多个横杆41,将横杆41垂直设于拉结结构上;提供安全网42,将安全网42设于横杆41上;以及提供底板43,将底板43铺设于安全网42上、且与横杆41固定连接,从而形成连接超高层建筑上中庭的相对两侧的作业平台,方便运输材料和施工,提高了施工效率。As a construction method of a preferred embodiment of the utility model for the work platform of the atrium of a super high-rise building: providing the flat structure 40 includes: providing a plurality of cross bars 41, and the cross bars 41 are vertically arranged on the tie structure; providing Safety net 42, safety net 42 is arranged on cross bar 41; And base plate 43 is provided, base plate 43 is laid on safety net 42, and is fixedly connected with cross bar 41, thereby forms the opposite two sides that connect the upper atrium of super high-rise building The advanced operation platform facilitates the transportation of materials and construction, and improves the construction efficiency.
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式的施工方法:提供连接环50包括:提供条板51,将条板51固定于横杆41的侧部;提供U型杆52,将U型杆52承托于拉结结构30的底部并向上穿设于条板51,并通过螺母53螺合于U型杆52实现条板51和U型杆52的固定连接。利用连接环50连接横杆41和拉结结构30,方便安装和拆卸,可周转使用,适用范围广。As a construction method of a preferred embodiment of the utility model for the work platform of the atrium of a super high-rise building: providing the connecting ring 50 includes: providing a strip 51, and fixing the strip 51 to the side of the cross bar 41; providing a U The U-shaped rod 52 supports the U-shaped rod 52 at the bottom of the tie structure 30 and penetrates upwards on the slat 51, and the nut 53 is screwed to the U-shaped rod 52 to realize the fixed connection between the slat 51 and the U-shaped rod 52 . The connecting ring 50 is used to connect the cross bar 41 and the tie structure 30, which is convenient for installation and disassembly, can be used repeatedly, and has a wide range of applications.
在安装时,先将拉结结构30固定于一对立柱20之间,然后将多个横杆41垂直设于拉结结构30上,多个横杆41间隔设置。将条板51焊接固定于横杆41侧部,条板51打两个孔,将U型杆52的开口向上,承托于拉结结构30的底部并向上穿设于条板51,最后将螺母53螺合于U型杆52进行固定,从而利用了连接环50将横杆41和拉结结构30固定。在拆卸时,将螺母53拧下来,将U型杆52取下来即可,提高了施工效率,方便周转使用。During installation, the tie structure 30 is first fixed between a pair of columns 20 , and then a plurality of cross bars 41 are vertically arranged on the tie structure 30 , and the plurality of cross bars 41 are arranged at intervals. Weld and fix the strip 51 to the side of the cross bar 41, punch two holes in the strip 51, put the opening of the U-shaped bar 52 upwards, support the bottom of the tie structure 30 and pass upwards through the strip 51, and finally place the The nut 53 is screwed to the U-shaped bar 52 for fixing, so that the connecting ring 50 is used to fix the cross bar 41 and the tie structure 30 . When disassembling, the nut 53 is unscrewed, and the U-shaped rod 52 can be taken off, which improves the construction efficiency and is convenient for turnover.
本实用新型提供多个立柱20还包括在位于立柱20顶部的楼板底部靠近中庭设结构梁11,将立柱20设于结构梁11上远离中庭的一侧;作业平台还包括提供支撑杆22,将支撑杆22横向支撑于结构梁11和立柱20之间;当将拉结结构30拉结于一对立柱20之间,立柱20受到向中庭方向的拉力,这时支设于支撑于结构梁11和立柱20之间的支撑杆22对立柱20进行支撑,防止立柱20向中庭方向倾斜,保证了立柱20位于竖直方向,也保证了整体结构的稳定性。The utility model provides a plurality of columns 20 and also includes setting a structural beam 11 near the atrium at the bottom of the floor at the top of the column 20, and setting the column 20 on the side of the structural beam 11 away from the atrium; The support rod 22 is laterally supported between the structural beam 11 and the upright column 20; when the tie structure 30 is tied between a pair of upright columns 20, the upright column 20 is subjected to a pulling force towards the atrium, and is supported on the structural beam 11 The support rod 22 between the column 20 supports the column 20, prevents the column 20 from tilting toward the atrium, ensures that the column 20 is located in the vertical direction, and also ensures the stability of the overall structure.
作业平台还包括提供斜撑杆23,将斜撑杆23斜向固定于立柱20的底部和楼板之间。当将拉结结构30拉结于一对立柱20之间,立柱20受到向中庭方向的拉力,就利用斜撑杆23对立柱20的底部进行支撑,防止立柱20的底部向中庭方向倾斜,保证了立柱20位于竖直方向。The work platform also includes a diagonal brace 23, which is obliquely fixed between the bottom of the column 20 and the floor. When the tie structure 30 is tied between a pair of uprights 20, the uprights 20 are subjected to a pulling force toward the atrium, and the bottom of the uprights 20 is supported by the diagonal brace 23 to prevent the bottom of the uprights 20 from tilting toward the atrium, ensuring The column 20 is located in the vertical direction.
作为本实用新型用于超高层建筑的中庭的作业平台的一较佳实施方式的施工方法:提供拉结结构30为提供拉结绳;提供耳板21,将耳板21固定于立柱20,将拉结绳的一端穿设于耳板21固定,将拉结绳的另一端通过收紧器固定于对应的立柱20。As the construction method of a preferred embodiment of the utility model for the work platform of the atrium of the super high-rise building: providing the tie structure 30 is to provide the tie rope; providing the ear plate 21, the ear plate 21 is fixed on the column 20, and the One end of the tie rope is passed through the ear plate 21 for fixing, and the other end of the tie rope is fixed to the corresponding column 20 through a tightener.
本实用新型用于超高层建筑的中庭的作业平台的有益效果为:The beneficial effects of the utility model for the working platform of the atrium of the super high-rise building are:
本实用新型通过将一对立柱立设于超高层建筑上、且对应于中庭的相对两侧,从而起到后续固定拉结结构的作用。采用多个拉结结构拉结于一对立柱之间并利用连接环扣设于对应拉结结构以将平板结构固定于拉结结构上,形成用于超高层建筑的中庭的作业平台,方便运输材料和施工,提高了施工效率,解决了超高层建筑难以搭设施工平台进行作业的问题,在结构特殊、工期紧、条件差的条件下,快速、优质、安全的完成施工任务,为整个工程施工进度赢得了时间。In the utility model, a pair of upright columns are erected on the super high-rise building and correspond to the opposite sides of the atrium, so as to play the role of subsequent fixed tie structure. Use multiple tie structures to tie between a pair of uprights and use connecting rings to set the corresponding tie structure to fix the flat structure on the tie structure to form a working platform for the atrium of a super high-rise building, which is convenient for transportation The materials and construction have improved the construction efficiency and solved the problem that it is difficult to build a construction platform for super high-rise buildings. Under the conditions of special structure, tight construction period and poor conditions, the construction task can be completed quickly, with high quality and safely, and the construction of the entire project Progress buys time.
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 utility model has been described in detail above in conjunction with the embodiments of the accompanying drawings, and those skilled in the art can make various changes to the utility model according to the above description. Therefore, some details in the embodiments should not constitute a limitation to the utility model, and the utility model shall take the scope defined by the appended claims as the protection scope of the utility model.
Claims (6)
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