CN104291222B - The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row - Google Patents
The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row Download PDFInfo
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- CN104291222B CN104291222B CN201410464004.5A CN201410464004A CN104291222B CN 104291222 B CN104291222 B CN 104291222B CN 201410464004 A CN201410464004 A CN 201410464004A CN 104291222 B CN104291222 B CN 104291222B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C15/00—Safety gear
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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
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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
- E04G21/32—Safety or protective measures for persons during the construction of buildings
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Abstract
本发明公开了一种超高层建筑核心筒内部硬质防护与行吊集成系统，包括附着装置、电动提升装置、智能控制系统、架体机位装置、安全防坠装置、桁架平台、底部平台、轨道梁、行走电机、行车滑轨和起重葫芦，所述行吊系统通过电动提升装置的传动带动整个系统的提升，所述智能控制系统控制整个系统的运作。本发明显著提高了超高层建筑核心筒内部钢构件及材料的吊运、安装效率；保障了超高层建筑核心筒结构内施工人员、构件和器械的安全；实现了工厂化制作，智能化控制。
The invention discloses an integrated system of hard protection and mobile cranes inside the core tube of a super high-rise building, including an attachment device, an electric lifting device, an intelligent control system, a frame position device, a safety anti-falling device, a truss platform, a bottom platform, Track beams, traveling motors, driving slide rails and hoisting hoists, the traveling crane system drives the lifting of the whole system through the transmission of the electric lifting device, and the intelligent control system controls the operation of the whole system. The invention significantly improves the hoisting and installation efficiency of steel components and materials inside the core tube of a super high-rise building; ensures the safety of construction personnel, components and equipment in the core tube structure of a super high-rise building; and realizes factory production and intelligent control.
Description
技术领域technical field
本发明涉及建筑领域，具体是一种超高层建筑核心筒内部硬质防护与行吊集成系统。The invention relates to the field of construction, in particular to an integrated system for hard protection inside a core tube of a super high-rise building and a mobile crane.
背景技术Background technique
在超高层建筑施工领域，随着主体结构的高度及体量不断增大，顶升模架体系广泛应用于超高层建筑核心筒结构施工。然而由于顶升模架体系覆盖于结构顶部，导致塔吊无法进行核心筒内部的材料、构件吊装。另一方面，由于核心筒内水平结构往往滞后于竖向结构墙体施工，在其内部形成上下通透空间，容易产生高空坠物引发安全事件。因此，超高层建筑核心筒内部材料、构件的吊运和安装，以及人员、构件、器械的安全防护成为超高层建筑施工的重难点问题。In the field of super high-rise building construction, as the height and volume of the main structure continue to increase, the jacking formwork system is widely used in the construction of super high-rise building core tube structures. However, because the jacking formwork system covers the top of the structure, the tower crane cannot hoist the materials and components inside the core tube. On the other hand, because the horizontal structure in the core tube often lags behind the construction of the vertical structure wall, a transparent space is formed inside it, which is prone to safety incidents caused by falling objects. Therefore, the hoisting and installation of materials and components inside the core tube of super high-rise buildings, as well as the safety protection of personnel, components and equipment, have become important and difficult issues in the construction of super high-rise buildings.
发明内容Contents of the invention
本发明的目的在于提供一种超高层建筑核心筒内部硬质防护与行吊集成系统，可以确保超高层建筑核心筒内部钢构件及材料的吊运、安装效率，同时兼做硬质防护网，防止高空坠物，以保障核心筒内施工人员、构件及器械的安全。The purpose of the present invention is to provide an integrated system of hard protection and mobile hoisting inside the core tube of a super high-rise building, which can ensure the hoisting and installation efficiency of the steel components and materials inside the core tube of a super high-rise building, and at the same time serve as a hard protection net. Prevent falling objects to ensure the safety of construction personnel, components and equipment in the core tube.
为实现上述目的，本发明提供如下技术方案：To achieve the above object, the present invention provides the following technical solutions:
一种超高层建筑核心筒内部硬质防护与行吊集成系统，包括动力系统、防护系统、行吊系统，所述动力系统包括附着装置、电动提升装置和智能控制系统，所述防护系统包括架体机位装置、安全防坠装置、桁架平台和底部平台，所述行吊系统包括轨道梁、行走电机、行车滑轨和起重葫芦，所述附着装置通过结构预埋件与核心筒剪力墙连接，所述架体机位装置与附着装置通过销轴连接，所述桁架平台通过承重横梁与架体机位装置下端螺栓连接，所述底部平台通过下吊架与架体机位装置下端焊接连接，所述行吊系统通过轨道梁与承重桁架下端螺栓连接，所述行吊系统通过电动提升装置的传动带动整个系统的提升，所述智能控制系统控制整个系统的运作。An integrated system for hard protection and mobile cranes inside the core tube of a super high-rise building, including a power system, a protection system, and a mobile crane system. The power system includes an attachment device, an electric lifting device and an intelligent control system. The protection system includes a frame Body position device, safety anti-fall device, truss platform and bottom platform. The crane system includes track beams, travel motors, driving slide rails and hoisting hoists. The frame position device is connected to the attachment device through a pin shaft, the truss platform is connected to the lower end of the frame position device by bolts through a load-bearing beam, and the bottom platform is connected to the lower end of the frame position device through a lower hanger. Welding connection, the mobile crane system is connected with the lower end bolts of the load-bearing truss through the track beam, the mobile crane system drives the lifting of the whole system through the transmission of the electric lifting device, and the intelligent control system controls the operation of the whole system.
作为本发明进一步的方案：所述附着装置包括预埋套筒和墙支座，所述附墙支座通过M36螺栓与核心筒剪力墙中的预埋套筒固定。As a further solution of the present invention: the attachment device includes a pre-embedded sleeve and a wall support, and the wall-attached support is fixed to the pre-embedded sleeve in the core tube shear wall through M36 bolts.
作为本发明进一步的方案：所述桁架平台包括承重横梁、承重桁架、上部平台定型钢跳板、上部平台前翻板、连接桁架、桁架平台定型钢跳板和桁架平台前翻板，所述承重横梁与架体机位装置下端通过螺栓固定连接，所述承重桁架与承重横梁上端通过螺栓固定连接，所述承重桁架之间通过连接桁架连接，所述上部平台定型钢跳板通过槽钢与架体机位装置上部杆件连接，所述上部平台前翻板与上部平台定型钢跳板连接，所述桁架平台定型钢跳板通过槽钢与承重桁架下端连接，所述桁架平台定型钢跳板与桁架平台前翻板连接。As a further solution of the present invention: the truss platform includes a load-bearing beam, a load-bearing truss, a shaped steel springboard for the upper platform, a front flap of the upper platform, a connecting truss, a shaped steel springboard for the truss platform, and a front flap for the truss platform. The lower end of the frame position device is fixedly connected by bolts, the load-bearing truss and the upper end of the load-bearing beam are fixedly connected by bolts, the load-bearing trusses are connected by connecting trusses, and the shaped steel springboard of the upper platform is connected to the frame position by channel steel. The upper rods of the device are connected, the front flap of the upper platform is connected with the shaped steel springboard of the upper platform, the shaped steel springboard of the truss platform is connected with the lower end of the load-bearing truss through channel steel, the shaped steel springboard of the truss platform is connected with the front flap of the truss platform connect.
作为本发明进一步的方案：所述底部平台包括下吊架、下吊楼梯、底部平台定型钢跳板和底部平台前翻板，所述下吊架通过螺栓与架体机位装置下部杆件固定连接，所述下吊楼梯通过焊接与架体机位装置中部杆件固定连接，底部平台定型钢跳板通过槽钢与下吊架下部杆件固定连接。As a further solution of the present invention: the bottom platform includes a lower hanger, a lower hanging staircase, a shaped steel springboard for the bottom platform, and a front flap of the bottom platform, and the lower hanger is fixedly connected to the lower bar of the frame position device by bolts , the hanging staircase is fixedly connected with the middle rod of the frame position device by welding, and the shaped steel springboard of the bottom platform is fixedly connected with the lower rod of the lower hanger through channel steel.
作为本发明进一步的方案：所述轨道梁与承重桁架通过螺栓固定连接，所述行走电机在轨道梁上滑动，所述起重葫芦在行走电机上滑动。As a further solution of the present invention: the track beam and the load-bearing truss are fixedly connected by bolts, the traveling motor slides on the track beam, and the hoist slides on the traveling motor.
与现有技术相比，本发明的有益效果是：显著提高了超高层建筑核心筒内部钢构件及材料的吊运、安装效率；有效保障了超高层建筑核心筒结构内施工人员、构件和器械的安全；实现了工厂化制作，智能化控制。Compared with the prior art, the beneficial effects of the present invention are: significantly improving the hoisting and installation efficiency of steel components and materials inside the core tube of super high-rise buildings; Safe; Realized factory production and intelligent control.
附图说明Description of drawings
图1是超高层建筑核心筒内部硬质防护与行吊集成系统的机位预埋孔平面定位图；Figure 1 is a plane positioning diagram of the pre-embedded hole of the machine position of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图2是超高层建筑核心筒内部硬质防护与行吊集成系统的承重桁架及承重横梁平面布置图；Figure 2 is a plan layout of the load-bearing truss and load-bearing beams of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图3是超高层建筑核心筒内部硬质防护与行吊集成系统的平面布置图；Figure 3 is a plan layout of the integrated system of hard protection and mobile cranes inside the core tube of a super high-rise building;
图4是超高层建筑核心筒内部硬质防护与行吊集成系统的立面图A-A；Figure 4 is the elevation view A-A of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图5是超高层建筑核心筒内部硬质防护与行吊集成系统的立面图B-B；Figure 5 is the elevation view B-B of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图6是超高层建筑核心筒内部硬质防护与行吊集成系统的立面图C-C；Figure 6 is the elevation view C-C of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图7是超高层建筑核心筒内部硬质防护与行吊集成系统的上部平台布置图；Fig. 7 is a layout diagram of the upper platform of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图8是超高层建筑核心筒内部硬质防护与行吊集成系统的桁架平台布置图；Figure 8 is a layout diagram of the truss platform of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图9是超高层建筑核心筒内部硬质防护与行吊集成系统的底部平台布置图；Fig. 9 is a layout diagram of the bottom platform of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图10是超高层建筑核心筒内部硬质防护与行吊集成系统的底部平台立面图；Figure 10 is an elevation view of the bottom platform of the integrated system of hard protection and mobile cranes inside the core tube of a super high-rise building;
图11是超高层建筑核心筒内部硬质防护与行吊集成系统的附墙支座与墙体固定详图；Figure 11 is a detailed view of the wall-attached support and wall fixing of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图12是超高层建筑核心筒内部硬质防护与行吊集成系统的安全防坠装置图；Fig. 12 is a diagram of the safety fall prevention device of the integrated system of hard protection and mobile suspension inside the core tube of a super high-rise building;
图13是超高层建筑核心筒内部硬质防护与行吊集成系统的动力系统装置图；Figure 13 is a diagram of the power system device of the integrated system of hard protection and mobile crane inside the core tube of a super high-rise building;
图中：1-架体机位装置、2-安全防坠装置、3-桁架平台、4-底部平台、5-轨道梁、6-行走电机、7-行车滑轨、8-起重葫芦、9-承重横梁、10-承重桁架、11-上部平台定型钢跳板、12-上部平台前翻板、13-连接桁架、14-桁架平台定型钢跳板、15-桁架平台前翻板、17-附墙支座、18-下吊架、19-下吊楼梯、20-底部平台定型钢跳板、21-底部平台前翻板。In the figure: 1-frame position device, 2-safety anti-drop device, 3-truss platform, 4-bottom platform, 5-track beam, 6-traveling motor, 7-driving slide rail, 8-hoisting hoist, 9-load-bearing beam, 10-load-bearing truss, 11-shaped steel springboard of upper platform, 12-front flap of upper platform, 13-connecting truss, 14-shaped steel springboard of truss platform, 15-front flap of truss platform, 17-attachment Wall support, 18-lower hanger, 19-hanging stairs, 20-shaped steel springboard of bottom platform, 21-front flap of bottom platform.
具体实施方式detailed description
下面将结合本发明实施例中附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
请参阅图1-图13，一种超高层建筑核心筒内部硬质防护与行吊集成系统，包括动力系统、防护系统、行吊系统，所述动力系统包括附着装置、电动提升装置和智能控制系统，所述防护系统包括架体机位装置1、安全防坠装置2、桁架平台3和底部平台4，所述行吊系统包括轨道梁5、行走电机6、行车滑轨7和起重葫芦8。Please refer to Figures 1-13, an integrated system of hard protection and mobile cranes inside the core tube of a super high-rise building, including a power system, a protection system, and a mobile crane system. The power system includes an attachment device, an electric lifting device and an intelligent control system, the protection system includes frame body position device 1, safety anti-fall device 2, truss platform 3 and bottom platform 4, and the crane system includes track beam 5, travel motor 6, driving slide rail 7 and hoist 8.
所述桁架平台3包括承重横梁9、承重桁架10、上部平台定型钢跳板11、上部平台前翻板12、连接桁架13、桁架平台定型钢跳板14和桁架平台前翻板15，所述承重横梁9通过螺栓与架体机位装置1下端固定连接，所述承重桁架10通过螺栓与承重横梁9上端固定连接，所述承重桁架10之间通过连接桁架13连接，所述上部平台定型钢跳板11通过槽钢与架体机位装置1上部杆件固定连接，所述上部平台前翻板12与上部平台定型钢跳板11连接，所述桁架平台定型钢跳板14通过槽钢与承重桁架10下端固定连接，所述桁架平台定型钢跳板14与桁架平台前翻板15连接。The truss platform 3 includes a load-bearing beam 9, a load-bearing truss 10, an upper platform shaped steel springboard 11, an upper platform front flap 12, a connecting truss 13, a truss platform shaped steel springboard 14 and a truss platform front flap 15. 9 is fixedly connected to the lower end of the stand device 1 by bolts, the load-bearing truss 10 is fixedly connected to the upper end of the load-bearing beam 9 by bolts, the load-bearing trusses 10 are connected by connecting trusses 13, and the shaped steel springboard 11 of the upper platform The channel steel is fixedly connected with the upper rod of the frame machine position device 1, the front flap 12 of the upper platform is connected with the shaped steel springboard 11 of the upper platform, and the shaped steel springboard 14 of the truss platform is fixed with the lower end of the load-bearing truss 10 through the channel steel Connection, the shaped steel springboard 14 of the truss platform is connected with the front flap 15 of the truss platform.
所述轨道梁5通过螺栓与承重桁架10固定连接，所述行走电机6在轨道梁5上滑动，所述起重葫芦8在行走电机6上滑动。The track beam 5 is fixedly connected with the load-bearing truss 10 through bolts, the traveling motor 6 slides on the track beam 5 , and the hoist 8 slides on the traveling motor 6 .
所述附着装置包括预埋套筒和附墙支座17，所述附墙支座17通过M36螺栓与核心筒剪力墙中的预埋套筒固定。The attachment device includes a pre-embedded sleeve and a wall-attached support 17, and the wall-attached support 17 is fixed to the pre-embedded sleeve in the core tube shear wall through M36 bolts.
所述底部平台4包括下吊架18、下吊楼梯19、底部平台定型钢跳板20和底部平台前翻板21，所述下吊架18通过螺栓与架体机位装置1下部杆件固定连接，所述下吊楼梯19通过焊接与架体机位装置1中部杆件固定连接，所述底部平台定型钢跳板20通过槽钢与下吊架18下部杆件固定连接。The bottom platform 4 includes a lower hanger 18, a lower hanging staircase 19, a shaped steel springboard 20 for the bottom platform, and a front flap 21 for the bottom platform. The lower hanger 18 is fixedly connected to the lower rod of the stand device 1 by bolts , the hanging staircase 19 is fixedly connected to the middle rod of the frame machine position device 1 by welding, and the shaped steel springboard 20 of the bottom platform is fixedly connected to the lower rod of the lower hanger 18 through a channel steel.
所述附着装置通过结构预埋件与核心筒剪力墙连接，所述架体机位装置1与附着装置通过销轴连接，所述桁架平台3通过承重横梁9与架体机位装置1下端螺栓连接，所述底部平台4通过下吊架18与架体机位装置1下端螺栓连接，所述行吊系统通过轨道梁5与承重桁架10下端螺栓连接，所述行吊系统通过电动提升装置的传动带动整个系统的提升，所述智能控制系统控制整个系统的运作。The attachment device is connected to the core tube shear wall through structural embedded parts, the frame position device 1 is connected to the attachment device through a pin shaft, and the truss platform 3 is connected to the lower end of the frame position device 1 through a load-bearing beam 9 Bolt connection, the bottom platform 4 is connected with the lower end bolts of the frame position device 1 through the lower hanger 18, the mobile crane system is connected with the lower end bolts of the load-bearing truss 10 through the track beam 5, and the mobile crane system is connected with the electric lifting device The transmission drives the lifting of the whole system, and the intelligent control system controls the operation of the whole system.
本发明显著提高了超高层建筑核心筒内部钢构件及材料的吊运、安装效率；有效保障了超高层建筑核心筒结构内施工人员、构件和器械的安全；实现了工厂化制作，智能化控制。The invention significantly improves the hoisting and installation efficiency of steel components and materials inside the core tube of super high-rise buildings; effectively guarantees the safety of construction personnel, components and equipment in the core tube structure of super high-rise buildings; realizes factory production and intelligent control .
对于本领域技术人员而言，显然本发明不限于上述示范性实施例的细节，而且在不背离本发明的精神或基本特征的情况下，能够以其他的具体形式实现本发明。因此，无论从哪一点来看，均应将实施例看作是示范性的，而且是非限制性的，本发明的范围由所附权利要求而不是上述说明限定，因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内。It will be apparent to those skilled in the art that the invention is not limited to the details of the above-described exemplary embodiments, but that the invention can be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. Accordingly, the embodiments should be regarded in all points of view as exemplary and not restrictive, the scope of the invention being defined by the appended claims rather than the foregoing description, and it is therefore intended that the scope of the invention be defined by the appended claims rather than by the foregoing description. All changes within the meaning and range of equivalents of the elements are embraced in the present invention.
此外，应当理解，虽然本说明书按照实施方式加以描述，但并非每个实施方式仅包含一个独立的技术方案，说明书的这种叙述方式仅仅是为清楚起见，本领域技术人员应当将说明书作为一个整体，各实施例中的技术方案也可以经适当组合，形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although this specification is described according to implementation modes, not each implementation mode only contains an independent technical solution, and this description in the specification is only for clarity, and those skilled in the art should take the specification as a whole , the technical solutions in the various embodiments can also be properly combined to form other implementations that can be understood by those skilled in the art.
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| CN105540446A (en) * | 2016-01-15 | 2016-05-04 | 北京市建筑工程研究院有限责任公司 | Interior-climbing type lifting platform |
| CN108373102A (en) * | 2018-02-02 | 2018-08-07 | 中建钢构有限公司 | Lift-on/Lift-off System in enclosure space |
| CN109750840B (en) * | 2019-01-15 | 2021-05-07 | 上海建工一建集团有限公司 | Installation method of material distribution platform system for construction of super high-rise tubular structure |
| CN111305539A (en) * | 2020-03-30 | 2020-06-19 | 中建七局第四建筑有限公司 | Integrated system for hard protection and crane in core barrel of super high-rise building |
| CN112482575B (en) * | 2020-12-01 | 2022-04-12 | 中建一局集团建设发展有限公司 | An all-round, multi-level, three-dimensional security protection system for a super high-rise structure |
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| CN201649678U (en) * | 2010-03-24 | 2010-11-24 | 陕西建工集团总公司 | Semi-automatic safety protective shed for high-rise building construction |
| CN102031862A (en) * | 2009-09-24 | 2011-04-27 | 中建四局第三建筑工程有限公司 | Constructing method for high-rise building elevator shaft through elevating type safety protection steel platform |
| CN203430066U (en) * | 2013-07-04 | 2014-02-12 | 中国建筑第八工程局有限公司 | Closed protective platform for core tube |
| CN103669832A (en) * | 2013-12-13 | 2014-03-26 | 中建三局第一建设工程有限责任公司 | Standard Bailey truss assembling type jacking formwork system |
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| CN102031862A (en) * | 2009-09-24 | 2011-04-27 | 中建四局第三建筑工程有限公司 | Constructing method for high-rise building elevator shaft through elevating type safety protection steel platform |
| CN201649678U (en) * | 2010-03-24 | 2010-11-24 | 陕西建工集团总公司 | Semi-automatic safety protective shed for high-rise building construction |
| CN203430066U (en) * | 2013-07-04 | 2014-02-12 | 中国建筑第八工程局有限公司 | Closed protective platform for core tube |
| CN103669832A (en) * | 2013-12-13 | 2014-03-26 | 中建三局第一建设工程有限责任公司 | Standard Bailey truss assembling type jacking formwork system |
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