CN116201370A - High-altitude construction structure of complex steel structure and construction method thereof - Google Patents
High-altitude construction structure of complex steel structure and construction method thereof Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 149
- 239000010959 steel Substances 0.000 title claims abstract description 149
- 238000010276 construction Methods 0.000 title claims abstract description 50
- 238000009434 installation Methods 0.000 claims abstract description 30
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66D—CAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
- B66D1/00—Rope, cable, or chain winding mechanisms; Capstans
- B66D1/26—Rope, cable, or chain winding mechanisms; Capstans having several drums or barrels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
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Abstract
本发明涉及一种复杂钢结构高空施工结构及其施工方法,包括设置在屋顶架顶部的牵引机构、钢结构和固定连接在屋顶架顶部内壁的连接架,牵引机构中固定板固定连接在屋顶架的顶部,固定板的上表面固定连接有卷扬机和定滑轮,固定板的上表面还设有防止卷扬机输出绳断裂滑动用的防溜组件;钢结构的顶部第一吊环的顶部固定连接有连接扣,连接扣的顶部固定连接有辅助吊绳,钢结构顶部的圆周固定连接有对钢结构进行固定用的第二吊环,第二吊环与连接扣之间均固定连接有平衡钢丝,第二吊环的顶部均固定连接有对钢结构进行吊装用的第一钢丝绳;解决现有技术中钢结构高空吊装过程中发生晃动,容易发生危险;吊装到位连接时,因安装误差而无法调整的问题。
The invention relates to a complex steel structure high-altitude construction structure and its construction method, comprising a traction mechanism arranged on the top of the roof frame, a steel structure and a connecting frame fixedly connected to the inner wall of the top of the roof frame, the fixed plate in the traction mechanism is fixedly connected to the roof frame The upper surface of the fixed plate is fixedly connected with the hoist and the fixed pulley, and the upper surface of the fixed plate is also provided with an anti-slip component for preventing the output rope of the hoist from breaking and sliding; the top of the first lifting ring on the top of the steel structure is fixedly connected with a connecting buckle , the top of the connecting buckle is fixedly connected with an auxiliary lifting rope, the circumference of the top of the steel structure is fixedly connected with a second lifting ring for fixing the steel structure, and a balance steel wire is fixedly connected between the second lifting ring and the connecting buckle. The first steel wire rope used for hoisting the steel structure is fixedly connected to the top; it solves the problem in the prior art that the steel structure shakes during the high-altitude hoisting process and is prone to danger; when the hoisting is in place and connected, it cannot be adjusted due to installation errors.
Description
技术领域technical field
本发明属于建筑施工技术领域,涉及一种复杂钢结构高空施工结构及其施工方法。The invention belongs to the technical field of building construction, and relates to a complex steel structure high-altitude construction structure and a construction method thereof.
背景技术Background technique
在建筑工程中,钢结构适用于各种造型建筑。在施工过程中,避免不了各类高空施工作业。对于复杂钢结构而言,主要的高空施工方法包括高空散拼散装、整体提升、整体滑移等。作为整体提升的一种,复杂钢结构的高空牵引施工因其施工方便,尤其适用于各类复杂大跨屋盖类的施工。在各类结构屋盖中,为打造复杂建筑艺术造型,各类复杂大型公共建筑的屋盖结构也常采用钢结构,但钢结构在施工过程中,部分安装不便的构件则需要在地上进行拼装,然后进行升高安装,此时则需要复杂钢结构高空施工结构来完成这一工作,但现有的吊装方式还存在以下问题:In construction engineering, steel structures are suitable for various shapes of buildings. During the construction process, all kinds of high-altitude construction operations cannot be avoided. For complex steel structures, the main high-altitude construction methods include high-altitude bulk assembly, overall lifting, and overall sliding. As a kind of overall lifting, the high-altitude traction construction of complex steel structures is especially suitable for the construction of various complex and long-span roofs because of its convenient construction. Among all kinds of structural roofs, in order to create complex architectural artistic shapes, the roof structures of various complex and large public buildings often use steel structures, but during the construction of steel structures, some components that are inconvenient to install need to be assembled on the ground , and then carry out elevated installation. At this time, a complex steel structure high-altitude construction structure is required to complete this work, but the existing hoisting methods still have the following problems:
1、高空牵引钢结构,尤其是斜向牵引施工时,需同时竖向与水平运动,传统直接利用大型吊车吊装时,难以做到多机高度协同作业,过程中钢结构容易发生晃动;1. High-altitude traction steel structures, especially in oblique traction construction, need to move vertically and horizontally at the same time. Traditionally, when hoisting directly by large cranes, it is difficult to achieve multi-machine highly coordinated operations, and the steel structure is prone to shaking during the process;
2、钢结构高空吊装到位后,经常因施工误差(吊装钢结构与周边预留结构)而无法精确连接。2. After the steel structure is hoisted in place at high altitude, it is often impossible to connect accurately due to construction errors (hoisting steel structure and surrounding reserved structures).
针对上述问题,本发明文件提出了一种复杂钢结构高空施工结构及其施工方法。In view of the above problems, the document of the present invention proposes a complex steel structure high-altitude construction structure and its construction method.
发明内容Contents of the invention
有鉴于此,本发明为了解决现有技术中钢结构高空吊装过程中容易发生晃动,容易发生危险;钢结构高空吊装到位连接时,因安装误差而无法调整的问题,提供一种复杂钢结构高空施工结构及其施工方法。In view of this, in order to solve the problems in the prior art that the high-altitude steel structure is easily shaken and dangerous; when the high-altitude steel structure is hoisted and connected in place, it cannot be adjusted due to installation errors, and provides a complex steel structure high-altitude Construction structures and their construction methods.
为达到上述目的,本发明提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:
一种复杂钢结构高空施工结构,包括设置在屋顶架顶部的多个牵引机构、需要被吊装的钢结构和固定连接在屋顶架顶部内壁的连接架,牵引机构包括固定板,固定板固定连接在屋顶架的顶部,固定板的上表面固定连接有卷扬机和定滑轮,固定板的上表面还设有防止卷扬机输出绳断裂滑动用的防溜组件;A complex steel structure high-altitude construction structure, including multiple traction mechanisms arranged on the top of the roof frame, the steel structure to be hoisted and a connecting frame fixedly connected to the inner wall of the top of the roof frame, the traction mechanism includes a fixed plate, and the fixed plate is fixedly connected to the On the top of the roof frame, the upper surface of the fixed plate is fixedly connected with the hoist and the fixed pulley, and the upper surface of the fixed plate is also provided with an anti-slip component to prevent the output rope of the hoist from breaking and sliding;
钢结构的顶部固定连接有第一吊环,第一吊环的顶部固定连接有连接扣,连接扣的顶部固定连接有辅助吊绳,钢结构顶部的圆周固定连接有对钢结构进行固定用的第二吊环,第二吊环与连接扣之间均固定连接有平衡钢丝,第二吊环的顶部均固定连接有对钢结构进行吊装用的第一钢丝绳,第一钢丝绳分别与卷扬机输出绳之间设有对钢结构进行调整用的连接机构;The top of the steel structure is fixedly connected with a first lifting ring, the top of the first lifting ring is fixedly connected with a connecting buckle, the top of the connecting buckle is fixedly connected with an auxiliary lifting rope, and the circumference of the top of the steel structure is fixedly connected with a second ring for fixing the steel structure. There is a balance steel wire fixedly connected between the second lifting ring and the connecting buckle, and the first steel wire rope for hoisting the steel structure is fixedly connected to the top of the second lifting ring. Connection mechanism for adjustment of steel structure;
安装平台,安装平台设置在施工面用于支撑钢结构组装。The installation platform is set on the construction surface to support the assembly of the steel structure.
进一步,连接机构包括第一调节盘和第二调节盘,第一调节盘的顶部固定连接有连接板,连接板与卷扬机输出绳的一端相固定,第二调节盘与第一钢丝绳的一端相固定,第一调节盘和第二调节盘之间可拆卸固定有电动推杆,第一调节盘和第二调节盘之间插接有多个贯穿的固定螺纹柱,固定螺纹柱的圆周均螺纹连接有第一螺母。Further, the connecting mechanism includes a first adjusting disc and a second adjusting disc, the top of the first adjusting disc is fixedly connected with a connecting plate, the connecting plate is fixed to one end of the output rope of the winch, and the second adjusting disc is fixed to one end of the first wire rope , an electric push rod is detachably fixed between the first adjusting disc and the second adjusting disc, and a plurality of through fixed threaded columns are inserted between the first adjusting disc and the second adjusting disc, and the circumferences of the fixed threaded columns are all threaded. There are first nuts.
进一步,第一调节盘和第二调节盘的圆周之间均活动连接有活动螺纹柱,活动螺纹柱的圆周均螺纹连接有第二螺母。Further, movable threaded posts are movably connected between the circumferences of the first adjusting disc and the second adjusting disc, and second nuts are threadedly connected to the circumferences of the movable threaded posts.
进一步,固定螺纹柱和活动螺纹柱的圆周固定套设有抱箍。Further, the circumferential fixing sleeves of the fixed threaded post and the movable threaded post are provided with hoops.
进一步,安装平台包括底板,底板的上表面固定连接有一组第一导轨,第一导轨的顶部滑动连接有第一滑板,第一滑板的上表面固定连接有一组第二导轨,第二导轨的顶部滑动连接有第二滑板,第一导轨和第二导轨垂直设置。Further, the installation platform includes a base plate, the upper surface of the base plate is fixedly connected with a set of first guide rails, the top of the first guide rails is slidably connected with a first slide plate, and the upper surface of the first slide plate is fixedly connected with a set of second guide rails, and the top of the second guide rails A second sliding plate is slidably connected, and the first guide rail and the second guide rail are arranged vertically.
进一步,底板的上表面固定连接有第一气缸,第一气缸活塞杆的一端与第一滑板相固定,第一滑板的上表面固定连接有第二气缸,第二气缸活塞杆的一端与第二滑板相固定。Further, the upper surface of the bottom plate is fixedly connected with the first cylinder, one end of the piston rod of the first cylinder is fixed with the first slide plate, the upper surface of the first slide plate is fixedly connected with the second cylinder, and one end of the piston rod of the second cylinder is connected with the second cylinder. The skateboard is fixed.
进一步,防溜组件包括固定座,固定座固定连接在固定板的上表面,固定座的两侧内壁均转动连接有安装轴,安装轴的圆周均转动连接有转动板,转动板相对的一侧均固定连接有多个楔形块,安装轴的圆周均套设有扭簧,扭簧的两端分别与安装轴和固定座相固定。Further, the anti-slip assembly includes a fixed seat, the fixed seat is fixedly connected to the upper surface of the fixed plate, the inner walls on both sides of the fixed seat are rotatably connected with installation shafts, and the circumference of the installation shaft is rotatably connected with a rotating plate, and the opposite side of the rotating plate A plurality of wedge-shaped blocks are fixedly connected, and a torsion spring is sheathed on the circumference of the installation shaft, and the two ends of the torsion spring are respectively fixed with the installation shaft and the fixing seat.
一种复杂钢结构高空施工结构的施工方法,包括以下步骤:A construction method for a complex steel structure high-altitude construction structure, comprising the following steps:
S1:在安装平台上对钢结构进行组装,组装时,将钢结构的零部件放置在第二滑板表面进行组装,组装完成后,准备对其进行吊装,吊装前测量其位置,当钢结构的位置出现偏差时,启动第一气缸,第一气缸驱动第一滑板向一个方向进行移动,从而改变钢结构一个方向的位置,启动第二气缸,第二气缸带动第二滑板移动,从而改变钢结构的另一方向的位置,方便进行吊装;S1: Assemble the steel structure on the installation platform. When assembling, place the parts of the steel structure on the surface of the second slide for assembly. After the assembly is completed, prepare for hoisting. Measure its position before hoisting. When the steel structure is When the position deviates, start the first cylinder, the first cylinder drives the first slide to move in one direction, thereby changing the position of the steel structure in one direction, start the second cylinder, and the second cylinder drives the second slide to move, thereby changing the steel structure The position in the other direction is convenient for hoisting;
S2:吊装时,利用外部的吊车通过辅助吊绳对钢结构进行辅助吊装,保持钢结构吊装的安全性,然后将卷扬机输出端与连接板进行固定,再利用第一钢丝与第二吊环进行固定,启动卷扬机,利用多个卷扬机对钢结构进行提升,从而使连接板移动至连接架内,通过连接架对钢结构进行固定;S2: When hoisting, use an external crane to assist the hoisting of the steel structure through the auxiliary sling to maintain the safety of the hoisting of the steel structure, then fix the output end of the hoist with the connecting plate, and then fix it with the first steel wire and the second hoisting ring , start the hoist, and use multiple hoists to lift the steel structure, so that the connecting plate moves into the connecting frame, and the steel structure is fixed through the connecting frame;
S3:当连接架与连接板之间存在位置差异时,通过启动不同的卷扬机对钢结构的角度进行调整,从而方便连接架与连接板之间进行固定;S3: When there is a position difference between the connecting frame and the connecting plate, adjust the angle of the steel structure by starting different hoists, so as to facilitate the fixing between the connecting frame and the connecting plate;
S4:安装完成后,需要对钢架构的角度进行微调时,启动电动推杆,然后根据需求对第一螺母进行调整,从而改变钢结构的角度,然后取下电动推杆,再对活动螺纹柱进行安装,最后通过抱箍对固定螺纹柱和活动螺纹柱进行固定即可;S4: After the installation is completed, when it is necessary to fine-tune the angle of the steel structure, start the electric push rod, then adjust the first nut according to the demand, so as to change the angle of the steel structure, then remove the electric push rod, and then adjust the movable threaded column Install, and finally fix the fixed threaded column and the movable threaded column through the hoop;
S5:当卷扬机吊装过程中卷扬机输出绳断裂,利用转动板上的楔形块对卷扬机上的输出绳进行限制,防止其脱落,而在卷扬机输出绳下部出现断裂时,吊车通过辅助吊绳、连接扣和平衡钢丝保持钢结构的稳定,防止出现较大的晃动导致危险的发生。S5: When the output rope of the hoist is broken during hoisting, use the wedge-shaped block on the rotating plate to restrict the output rope on the hoist to prevent it from falling off. When the lower part of the output rope of the hoist breaks, the crane passes through the auxiliary rope and the connecting buckle. And the balance steel wire keeps the steel structure stable and prevents large shaking from causing danger.
本发明的有益效果在于:The beneficial effects of the present invention are:
1、本发明所公开的复杂钢结构高空施工结构,通过在屋顶架安装多个牵引机构的设置,使得利用多个牵引机构与吊车进行配合使用,能够对钢结构的角度进行调整,方便对其进行安装,提高牵引的安全性,防止牵引时发生晃动。1. In the complex steel structure high-altitude construction structure disclosed in the present invention, by installing multiple traction mechanisms on the roof frame, the use of multiple traction mechanisms and cranes can be used to adjust the angle of the steel structure, which is convenient for its Install it to improve the safety of traction and prevent shaking during traction.
2、本发明所公开的复杂钢结构高空施工结构,通过安装平台的设置,利用第一气缸和第二气缸启动第一滑板和第二滑板进行移动,使得在对钢结构安装完成后,能够通过启动第一气缸和第二气缸对钢结构的位置进行调整,方便对钢结构进行牵引,防止牵引初期钢结构发生活动。2. The complex steel structure high-altitude construction structure disclosed in the present invention uses the first cylinder and the second cylinder to start the first slide plate and the second slide plate to move through the setting of the installation platform, so that after the installation of the steel structure is completed, it can pass Start the first cylinder and the second cylinder to adjust the position of the steel structure, facilitate the pulling of the steel structure, and prevent the steel structure from moving at the initial stage of traction.
3、本发明所公开的复杂钢结构高空施工结构,通过在固定板上安装防溜组件的设置,使得在卷扬机输出绳出现断裂时,转动板能够在扭簧的作用下通过楔形块对其输出绳进行夹紧,防止牵引绳脱离,进一步提高钢结构牵引的稳定性。3. In the complex steel structure high-altitude construction structure disclosed in the present invention, by installing the anti-slip component on the fixed plate, when the output rope of the hoist breaks, the rotating plate can output it through the wedge-shaped block under the action of the torsion spring. The rope is clamped to prevent the traction rope from detaching, further improving the stability of the steel structure traction.
4、本发明所公开的复杂钢结构高空施工结构,通过第一调节盘和第二调节盘之间的距离能够进行调整的设置,使得在调整调整第一调节盘和第二调节盘之间的距离后,利用固定螺纹柱和活动螺纹柱能够对第一调节盘和第二调节盘之间的位置进行固定,从而完成对钢结构角度的微调,提高钢结构安装的精度。4. In the complex steel structure high-altitude construction structure disclosed in the present invention, the distance between the first adjustment dial and the second adjustment dial can be adjusted, so that the distance between the first adjustment dial and the second adjustment dial can be adjusted. After the distance, the position between the first adjusting disc and the second adjusting disc can be fixed by using the fixed threaded column and the movable threaded column, so as to complete the fine adjustment of the angle of the steel structure and improve the accuracy of the installation of the steel structure.
5、本发明所公开的复杂钢结构高空施工结构,能够对钢结构的角度进行调整,方便对其进行安装,提高牵引的安全性,防止牵引时发生晃动,同时能够对钢结构的初始位置进行调整,方便对钢结构进行牵引,防止牵引初期钢结构发生活动,还能够对钢结构角度进行微调,提高钢结构安装的精度。5. The complex steel structure high-altitude construction structure disclosed in the present invention can adjust the angle of the steel structure, facilitate its installation, improve the safety of traction, prevent shaking during traction, and at the same time adjust the initial position of the steel structure. Adjustment facilitates the pulling of the steel structure, prevents the steel structure from moving at the initial stage of pulling, and can also fine-tune the angle of the steel structure to improve the accuracy of the steel structure installation.
本发明的其他优点、目标和特征在某种程度上将在随后的说明书中进行阐述,并且在某种程度上,基于对下文的考察研究对本领域技术人员而言将是显而易见的,或者可以从本发明的实践中得到教导。本发明的目标和其他优点可以通过下面的说明书来实现和获得。Other advantages, objects and features of the present invention will be set forth in the following description to some extent, and to some extent, will be obvious to those skilled in the art based on the investigation and research below, or can be obtained from It is taught in the practice of the present invention. The objects and other advantages of the invention may be realized and attained by the following specification.
附图说明Description of drawings
为了使本发明的目的、技术方案和优点更加清楚,下面将结合附图对本发明作优选的详细描述,其中:In order to make the purpose of the present invention, technical solutions and advantages clearer, the present invention will be described in detail below in conjunction with the accompanying drawings, wherein:
图1为本发明实施例所提供的一种复杂钢结构高空施工结构的三维结构示意图;Fig. 1 is a three-dimensional structural schematic diagram of a complex steel structure high-altitude construction structure provided by an embodiment of the present invention;
图2为本发明实施例所提供的一种复杂钢结构高空施工结构的牵引机构结构示意图;Fig. 2 is a schematic structural diagram of the traction mechanism of a complex steel structure high-altitude construction structure provided by the embodiment of the present invention;
图3为本发明实施例所提供的一种复杂钢结构高空施工结构的连接机构结构示意图;Fig. 3 is a structural schematic diagram of a connection mechanism of a complex steel structure high-altitude construction structure provided by an embodiment of the present invention;
图4为本发明实施例所提供的一种复杂钢结构高空施工结构的钢结构安装结构示意图;Fig. 4 is a schematic diagram of a steel structure installation structure of a complex steel structure high-altitude construction structure provided by an embodiment of the present invention;
图5为本发明实施例所提供的一种复杂钢结构高空施工结构的安装平台结构示意图;Fig. 5 is a structural schematic diagram of an installation platform of a complex steel structure high-altitude construction structure provided by an embodiment of the present invention;
图6为本发明实施例所提供的一种复杂钢结构高空施工结构的防溜组件剖视结构示意图。Fig. 6 is a schematic cross-sectional structure diagram of an anti-slip component of a complex steel structure high-altitude construction structure provided by an embodiment of the present invention.
附图标记:1、屋顶架;2、钢结构;3、安装平台;4、牵引机构;5、固定板;6、卷扬机;7、防溜组件;8、定滑轮;9、连接架;10、连接板;11、第一调节盘;12、电动推杆;13、第二调节盘;14、第一钢丝;15、固定螺纹柱;16、抱箍;17、活动螺纹柱;18、辅助吊绳;19、连接扣;20、第一吊环;21、平衡钢丝;22、第二吊环;23、底板;24、第一导轨;25、第一滑板;26、第一气缸;27、第二导轨;28、第二滑板;29、第二气缸;30、固定座;31、安装轴;32、转动板;33、楔形块;34、扭簧。Reference signs: 1, roof frame; 2, steel structure; 3, installation platform; 4, traction mechanism; 5, fixed plate; 6, winch; 7, anti-slip component; 8, fixed pulley; 9, connecting frame; , connecting plate; 11, the first adjusting plate; 12, electric push rod; 13, the second adjusting plate; 14, the first steel wire; 15, fixed thread column; 16, hoop; 17, movable thread column; 18, auxiliary Suspension rope; 19, connecting buckle; 20, first ring; 21, balance steel wire; 22, second ring; 23, bottom plate; 24, first guide rail; 25, first slide plate; 26, first cylinder; 27, the first Two guide rails; 28, the second slide plate; 29, the second cylinder; 30, the fixed seat; 31, the installation shaft; 32, the rotating plate; 33, the wedge block; 34, the torsion spring.
具体实施方式Detailed ways
以下通过特定的具体实例说明本发明的实施方式,本领域技术人员可由本说明书所揭露的内容轻易地了解本发明的其他优点与功效。本发明还可以通过另外不同的具体实施方式加以实施或应用,本说明书中的各项细节也可以基于不同观点与应用,在没有背离本发明的精神下进行各种修饰或改变。需要说明的是,以下实施例中所提供的图示仅以示意方式说明本发明的基本构想,在不冲突的情况下,以下实施例及实施例中的特征可以相互组合。Embodiments of the present invention are described below through specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification. The present invention can also be implemented or applied through other different specific implementation modes, and various modifications or changes can be made to the details in this specification based on different viewpoints and applications without departing from the spirit of the present invention. It should be noted that the diagrams provided in the following embodiments are only schematically illustrating the basic concept of the present invention, and the following embodiments and the features in the embodiments can be combined with each other in the case of no conflict.
其中,附图仅用于示例性说明,表示的仅是示意图,而非实物图,不能理解为对本发明的限制;为了更好地说明本发明的实施例,附图某些部件会有省略、放大或缩小,并不代表实际产品的尺寸;对本领域技术人员来说,附图中某些公知结构及其说明可能省略是可以理解的。Wherein, the accompanying drawings are for illustrative purposes only, and represent only schematic diagrams, rather than physical drawings, and should not be construed as limiting the present invention; in order to better illustrate the embodiments of the present invention, some parts of the accompanying drawings may be omitted, Enlargement or reduction does not represent the size of the actual product; for those skilled in the art, it is understandable that certain known structures and their descriptions in the drawings may be omitted.
本发明实施例的附图中相同或相似的标号对应相同或相似的部件;在本发明的描述中,需要理解的是,若有术语“上”、“下”、“左”、“右”、“前”、“后”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此附图中描述位置关系的用语仅用于示例性说明,不能理解为对本发明的限制,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语的具体含义。In the drawings of the embodiments of the present invention, the same or similar symbols correspond to the same or similar components; , "front", "rear" and other indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, which are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred devices or elements must It has a specific orientation, is constructed and operated in a specific orientation, so the terms describing the positional relationship in the drawings are for illustrative purposes only, and should not be construed as limiting the present invention. For those of ordinary skill in the art, the understanding of the specific meaning of the above terms.
如图1~6所示的一种复杂钢结构高空施工结构,包括设置在屋顶架1顶部的四个牵引机构4、需要被吊装的钢结构2和固定连接在屋顶架1顶部内壁的连接架9,四个牵引机构4相互之间呈90°,连接架9呈与钢结构2配合使用的圆盘状。钢结构9可以是球形也可以是正方体、长方体等其他形状,连接架9与其相适配即可。A complex steel structure high-altitude construction structure as shown in Figures 1 to 6, including four traction mechanisms 4 arranged on the top of the roof frame 1, a
牵引机构4包括固定板5,固定板5固定连接在屋顶架1的顶部,固定板5的上表面固定连接有卷扬机6和定滑轮8,定滑轮8起到对卷扬机6上的输出绳进行导向的作用,固定板5的上表面还设有防止卷扬机6输出绳断裂滑动用的防溜组件7;The traction mechanism 4 includes a fixed plate 5, which is fixedly connected to the top of the roof frame 1, and the upper surface of the fixed plate 5 is fixedly connected with a
参照图6,防溜组件7包括固定座30,固定座30固定连接在固定板5的上表面,固定座30的两侧内壁均转动连接有安装轴31,安装轴31的圆周均转动连接有转动板32,转动板32相对的一侧均固定连接有多个楔形块33,安装轴31的圆周均套设有扭簧34,扭簧34的两端分别与安装轴31和固定座30相固定,当卷扬机6吊装过程中卷扬机6输出绳断裂,利用转动板32上的楔形块33对卷扬机6上的输出绳进行限制,防止其脱落。With reference to Fig. 6,
钢结构2的顶部固定连接有第一吊环20,第一吊环20的顶部固定连接有连接扣19,连接扣19的顶部固定连接有辅助吊绳18,钢结构2顶部的圆周固定连接有对钢结构2进行固定用的第二吊环22,第二吊环22与连接扣19之间均固定连接有平衡钢丝21,第二吊环22的顶部均固定连接有对钢结构2进行吊装用的第一钢丝绳14,第一钢丝绳14分别与卷扬机6输出绳之间设有对钢结构2进行调整用的连接机构,利用外部的吊车通过辅助吊绳18对钢结构2进行辅助吊装,保持钢结构2吊装的安全性,同时,利用多个卷扬机6对钢结构2进行提升,从而提高牵引的安全性,防止牵引时发生晃动;The top of the
参照图3,连接机构包括第一调节盘11和第二调节盘13,第一调节盘11的顶部固定连接有连接板10,连接板10与卷扬机6输出绳的一端相固定,第二调节盘13与第一钢丝绳14的一端相固定,第一调节盘11和第二调节盘13之间可拆卸固定有电动推杆12,第一调节盘11和第二调节盘13之间插接有多个贯穿的固定螺纹柱15,固定螺纹柱15的圆周均螺纹连接有第一螺母,第一调节盘11和第二调节盘13的圆周之间均活动连接活动螺纹柱17,活动螺纹柱17的圆周均螺纹连接第二螺母,启动电动推杆12,然后根据需求对第一螺母进行调整,从而改变钢结构2的角度,然后取下电动推杆12,再对活动螺纹柱17进行安装,最后通过抱箍16对固定螺纹柱15和活动螺纹柱17进行固定即可,固定螺纹柱15和活动螺纹柱17的圆周固定套设有抱箍16,通过抱箍16提高活动螺纹柱17的稳定性。With reference to Fig. 3, connecting mechanism comprises first adjusting disc 11 and second adjusting disc 13, and the top of first adjusting disc 11 is fixedly connected with connecting plate 10, and connecting plate 10 is fixed with one end of winch 6 output ropes, and the second adjusting disc 13 is fixed to one end of the first steel wire rope 14, and an electric push rod 12 is detachably fixed between the first adjusting disc 11 and the second adjusting disc 13, and there are multiple plugs between the first adjusting disc 11 and the second adjusting disc 13 A through fixed thread column 15, the circumference of the fixed thread column 15 is threadedly connected with the first nut, the circumference of the first adjusting disc 11 and the second adjusting disc 13 are movably connected with the movable thread column 17, the movable thread column 17 Connect the second nut with uniform threads on the circumference, start the electric push rod 12, then adjust the first nut according to the demand, thereby changing the angle of the steel structure 2, then remove the electric push rod 12, and then install the movable threaded column 17, and finally The fixed threaded column 15 and the movable threaded column 17 can be fixed by the hoop 16, and the circumferential fixing sleeve of the fixed threaded column 15 and the movable threaded column 17 is provided with a hoop 16, and the stability of the movable threaded column 17 is improved by the hoop 16 .
安装平台3设置在施工面用于支撑钢结构2组装。参照图5,安装平台3包括底板23,底板23的上表面固定连接有一组第一导轨24,第一导轨24的顶部滑动连接有第一滑板25,第一滑板25的上表面固定连接有一组第二导轨27,第二导轨27的顶部滑动连接有第二滑板28,第一导轨24和第二导轨27垂直设置,底板23的上表面固定连接有第一气缸26,第一气缸26活塞杆的一端与第一滑板25相固定,第一滑板25的上表面固定连接有第二气缸29,第二气缸29活塞杆的一端与第二滑板28相固定,通过第一气缸26和第二气缸29对第一滑板25和第二滑板28的位置进行调整,从而改变钢结构2的初始位置,防止牵引时发生活动。The
本发明还提出一种复杂钢结构高空施工结构的施工方法,包括以下步骤:The present invention also proposes a construction method for a complex steel structure high-altitude construction structure, comprising the following steps:
S1:在安装平台3上对钢结构2进行组装,组装时,将钢结构2的零部件放置在第二滑板28表面进行组装,组装完成后,准备对其进行吊装,吊装前测量其位置,当钢结构2的位置出现偏差时,启动第一气缸26,第一气缸26驱动第一滑板25向一个方向进行移动,从而改变钢结构2一个方向的位置,启动第二气缸29,第二气缸29带动第二滑板28移动,从而改变钢结构2的另一方向的位置,方便进行吊装;S1: Assemble the
S2:吊装时,利用外部的吊车通过辅助吊绳18对钢结构2进行辅助吊装,保持钢结构2吊装的安全性,然后将卷扬机6输出端与连接板10进行固定,再利用第一钢丝14与第二吊环22进行固定,启动卷扬机6,利用多个卷扬机6对钢结构2进行提升,从而使连接板10移动至连接架9内,通过连接架9对钢结构2进行固定;S2: During hoisting, use an external crane to assist the hoisting of the
S3:当连接架9与连接板10之间存在位置差异时,通过启动不同的卷扬机6对钢结构2的角度进行调整,从而方便连接架9与连接板10之间进行固定;S3: When there is a position difference between the connecting
S4:安装完成后,需要对钢结构2的角度进行微调时,启动电动推杆12,然后根据需求对第一螺母进行调整,从而改变钢结构2的角度,然后取下电动推杆12,再对活动螺纹柱17进行安装,最后通过抱箍16对固定螺纹柱15和活动螺纹柱17进行固定即可;S4: After the installation is completed, when it is necessary to fine-tune the angle of the
S5:当卷扬机6吊装过程中卷扬机6输出绳断裂,利用转动板32上的楔形块33对卷扬机6上的输出绳进行限制,防止其脱落,而在卷扬机6输出绳下部出现断裂时,吊车通过辅助吊绳18、连接扣19和平衡钢丝21保持钢结构2的稳定,防止出现较大的晃动导致危险的发生。S5: When the output rope of the hoist 6 breaks during the hoisting process of the hoist 6, use the wedge-shaped
然而,如本领域技术人员所熟知的,卷扬机6的工作原理和接线方法是司空见惯的,其均属于常规手段或者公知常识,在此就不再赘述,本领域技术人员可以根据其需要或者便利进行任意的选配。However, as well known to those skilled in the art, the working principle and wiring method of the
最后说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本技术方案的宗旨和范围,其均应涵盖在本发明的权利要求范围当中。Finally, it is noted that the above embodiments are only used to illustrate the technical solutions of the present invention without limitation. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be carried out Modifications or equivalent replacements, without departing from the spirit and scope of the technical solution, should be included in the scope of the claims of the present invention.
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