CN111877746A - High-rise building climbing pouring system and operation method thereof - Google Patents
High-rise building climbing pouring system and operation method thereof Download PDFInfo
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- CN111877746A CN111877746A CN202010822777.1A CN202010822777A CN111877746A CN 111877746 A CN111877746 A CN 111877746A CN 202010822777 A CN202010822777 A CN 202010822777A CN 111877746 A CN111877746 A CN 111877746A
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F17/00—Vertical ducts; Channels, e.g. for drainage
- E04F17/005—Lift shafts
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
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Abstract
本发明提供一种高层建筑爬升浇筑系统及其操作方法,包括模板组件、爬升机组件、电机组件、定位盒,所述模板组件由电机组件控制收放,爬升机组件包括下爬升架、上爬升架、操作平台和导向架,模板组件支撑于上爬升架顶部;爬升机组件爬升时,上爬升架在电机组件动力作用下,沿着导向架上升一个爬升高度,与已浇筑在基坑模板中的定位盒形成一次爬升安装,下爬升架再在电机组件动力作用下,沿着导向架提升至上爬升架上一次爬升安装的定位盒中并形成一次提升安装,此时,高层建筑爬升浇筑系统完成一次爬升。本发明提供的高层建筑爬升浇筑系统及其操作方法,保证了爬升机组件爬升的稳定性和安全性,且适用范围广,能够满足现代建筑绿色环保理念。
The invention provides a high-rise building climbing and pouring system and an operation method thereof, comprising a template assembly, a climbing machine assembly, a motor assembly, and a positioning box. The template assembly is controlled and retracted by the motor assembly. The climbing machine assembly includes a lower climbing frame, an upper climbing frame, operating platform and guide frame, the formwork assembly is supported on the top of the upper climbing frame; when the climber assembly climbs, the upper climbing frame rises a climbing height along the guide frame under the power of the motor assembly, and is poured into the foundation pit formwork. The positioning box of the upper climbing frame forms a climbing installation, and the lower climbing frame is then lifted along the guide frame to the positioning box of the previous climbing installation of the upper climbing frame under the power of the motor assembly to form a lifting installation. At this time, the high-rise building climbing and pouring system is completed. one climb. The high-rise building climbing and pouring system and its operation method provided by the present invention ensure the stability and safety of climbing of the climbing machine components, have a wide range of applications, and can meet the concept of green environmental protection in modern buildings.
Description
技术领域technical field
本发明涉及建筑模板技术领域,特别是涉及一种高层建筑爬升浇筑系统及其操作方法。The invention relates to the technical field of building formwork, in particular to a high-rise building climbing and pouring system and an operation method thereof.
背景技术Background technique
近年来,随着我国高层、超高层建筑日益增多,采用先进的爬升模板技术,对于提高工程质量、加快施工速度、提高劳动生产率、降低工程成本和实现文明施工都具有十分重要的意义。爬模施工技术已成为今后用于现浇混凝土结构高层、超高层建筑施工的最有发展前途的一项新型模板技术。In recent years, with the increasing number of high-rise and super high-rise buildings in my country, the use of advanced climbing formwork technology is of great significance for improving project quality, speeding up construction speed, improving labor productivity, reducing project costs and realizing civilized construction. Climbing formwork construction technology has become the most promising new formwork technology for the construction of cast-in-place concrete high-rise and super high-rise buildings in the future.
例如,公布号为CN111364755A的中国发明专利公开了一种电梯井内施工升降机与爬模的连接结构,包括爬模上架体、施工升降机导轨、连接桁架、活动支撑;所述连接桁架的两端分别与两侧的爬模上架体的内立柱相固接,所述活动支撑的一端与连接桁架相固接,另一端与施工升降机导轨滑动连接,所述施工升降机导轨的顶部高于爬模上架体的顶部位置,该机构存在操作繁琐的问题,而且模板结构无法进行整体升降。For example, the Chinese invention patent publication number CN111364755A discloses a connection structure between a construction hoist and a climbing formwork in an elevator shaft, including a climbing formwork upper frame, a construction hoist guide rail, a connecting truss, and a movable support; the two ends of the connecting truss are respectively connected to The inner columns of the upper frame of the climbing formwork on both sides are fixedly connected to each other, one end of the movable support is fixedly connected to the connecting truss, and the other end is slidably connected to the guide rail of the construction elevator, and the top of the guide rail of the construction elevator is higher than the upper frame of the climbing formwork. At the top position, the mechanism has the problem of cumbersome operation, and the template structure cannot be lifted as a whole.
例如,公布号为CN111173269A的中国发明专利公开了一种用于电梯井的可调整体内模板结构,包括与电梯井侧面数量相等的内模板,所有的内模板合围成上下两端开口的中空立体结构,其特征在于,所述中空立体结构内部设有调节机构,所述调节机构分别与所有的内模板内侧面的中央位置连接且当所述调节机构被执行时所述内模板内侧面的中央位置向中空立体结构内部折叠或者向中空立体结构外部展平。该模板结构存在无法爬升的问题。For example, Chinese Invention Patent Publication No. CN111173269A discloses an adjustable internal formwork structure for elevator shafts, including internal formworks equal in number to the side surfaces of the elevator shaft, and all the internal formwork forms a hollow three-dimensional structure with openings at the upper and lower ends. , characterized in that an adjustment mechanism is arranged inside the hollow three-dimensional structure, and the adjustment mechanism is respectively connected with the central position of the inner side of all the inner formwork and the central position of the inner side of the inner template when the adjustment mechanism is executed. It is folded to the inside of the hollow three-dimensional structure or flattened to the outside of the hollow three-dimensional structure. The formwork structure has the problem of not being able to climb.
发明内容SUMMARY OF THE INVENTION
本发明为解决上述技术问题,提供了一种高层建筑爬升浇筑系统及其操作方法,适用于电梯井内部爬模浇筑,且模板结构收放电动调节,且能够整体能够跟随爬升机结构上下爬模升,扩展了适用范围,且降低了爬模的难度。In order to solve the above-mentioned technical problems, the present invention provides a high-rise building climbing and pouring system and an operation method thereof, which are suitable for the pouring of climbing formwork inside the elevator shaft, and the formwork structure is electrically adjusted for retraction, and can follow the climbing machine structure as a whole to climb the formwork up and down. , which expands the scope of application and reduces the difficulty of climbing the mold.
为解决上述技术问题,本发明采用的一个技术方案是提供一种高层建筑爬升浇筑系统,包括模板组件、爬升机组件、电机组件、定位盒,所述模板组件由电机组件控制收放,爬升机组件包括下爬升架、上爬升架、操作平台和导向架,模板组件支撑于上爬升架顶部;In order to solve the above technical problems, a technical solution adopted by the present invention is to provide a high-rise building climbing and pouring system, including a template assembly, a climbing machine assembly, a motor assembly, and a positioning box, and the template assembly is controlled by the motor assembly. The assembly includes a lower climbing frame, an upper climbing frame, an operating platform and a guide frame, and the template assembly is supported on the top of the upper climbing frame;
爬升机组件爬升时,上爬升架在电机组件动力作用下,沿着导向架上升一个爬升高度,与已浇筑在基坑模板中的定位盒形成一次爬升安装,下爬升架再在电机组件动力作用下,沿着导向架提升至上爬升架上一次爬升安装的定位盒中并形成一次提升安装,此时,高层建筑爬升浇筑系统完成一次爬升。When the climbing machine assembly climbs, the upper climbing frame rises along the guide frame by a climbing height under the power of the motor assembly, forming a climbing installation with the positioning box that has been poured in the foundation pit formwork, and the lower climbing frame is then under the power action of the motor assembly. Down, lift along the guide frame to the positioning box of the previous climbing installation on the upper climbing frame and form a lifting installation. At this time, the high-rise building climbing and pouring system completes a climbing.
实施例中,优选:In an embodiment, preferably:
所述爬升机组件还包括防坠器、齿轮、连接导向架的齿条,电机组件通过齿轮与齿条相互啮合进行传动;The climbing machine assembly also includes a fall arrester, a gear, and a rack connected to the guide frame, and the motor assembly is driven by the gear and the rack being meshed with each other;
电机组件包括设置于上爬升架上的用于控制下爬升架和上爬升架爬升的主电机、设置于操作平台上的用于控制操作平台爬升的操作平台电机、设置于模板组件上用于控制模板组件收放的角模收放模板减速机电机。The motor assembly includes a main motor disposed on the upper climbing frame for controlling the climbing of the lower climbing frame and the upper climbing frame, an operating platform motor disposed on the operating platform for controlling the climbing of the operating platform, and a template assembly for controlling The angle die of the formwork assembly retracts and retracts the formwork reducer motor.
实施例中,优选:导向架包括一个导向架底板及多个导向架单体,导向架单体包括三脚架、圆管、斜杆;三脚架横向连接在圆管上,同一导向架单体的上下相邻的三脚架之间连接有所述的斜杆,上下相邻且属于不同导向架单体的三脚架螺接;齿条竖向倚靠连接导向架,圆管与上爬升架、操作平台滑动连接。In the embodiment, preferably: the guide frame includes a guide frame bottom plate and a plurality of guide frame units, and the guide frame unit includes a tripod, a round tube, and an oblique rod; the tripod is laterally connected to the round tube, and the upper and lower phases of the same guide frame unit are The inclined rods are connected between adjacent tripods, and the tripods that are adjacent to each other up and down and belong to different guide frame monomers are screwed together;
实施例中,优选:操作平台包括操作平台面板、操作平台电机连接板、电机机座连接板槽钢、滚轮组件,导向架贯穿操作平台面板;In the embodiment, preferably: the operation platform includes an operation platform panel, an operation platform motor connecting plate, a channel steel of the motor base connecting plate, and a roller assembly, and the guide frame penetrates the operation platform panel;
电机机座连接板槽钢与操作平台面板垂直连接,操作平台电机连接板竖向连接在电机机座连接板槽钢上,且操作平台电机连接在操作平台电机连接板上,电机机座连接板槽钢顶端和底端分别设置所述滚轮组件,所述滚轮组件上下可滑动地抱在相应的圆管上。The motor frame connecting plate channel steel is vertically connected to the operation platform panel, the operation platform motor connecting plate is vertically connected to the motor frame connecting plate channel steel, and the operation platform motor is connected to the operation platform motor connecting plate, and the motor frame connecting plate The top and bottom ends of the channel steel are respectively provided with the roller assemblies, and the roller assemblies are slidably held on the corresponding round pipes up and down.
实施例中,优选:In an embodiment, preferably:
所述下爬升架由横向主梁外管、横向主梁内管、横向主梁内管外侧贴板、T型伸缩臂、纵向主梁伸缩内管、纵向主梁伸缩外管、纵向主梁顶板、支腿调节板、带滚轮的摆腿、横向主梁内管内侧贴板;The lower climbing frame is composed of the outer tube of the transverse main beam, the inner tube of the transverse main beam, the outer plate of the inner tube of the transverse main beam, the T-shaped telescopic arm, the telescopic inner tube of the longitudinal main beam, the outer tube of the longitudinal main beam, and the top plate of the longitudinal main beam. , Outrigger adjustment plate, swing leg with roller, inner side sticker of transverse main beam inner tube;
纵向主梁伸缩内管垂直连接横向主梁外管,T型伸缩臂长腿连接横向主梁内管内侧贴板、短腿连接纵向主梁伸缩外管,纵向主梁顶板螺接导向架底板;The telescopic inner tube of the longitudinal main girder is vertically connected to the outer tube of the lateral main girder, the long legs of the T-shaped telescopic arm are connected to the inner panel of the inner tube of the horizontal main girder, the short legs are connected to the telescopic outer tube of the longitudinal main girder, and the top plate of the longitudinal main girder is screwed to the bottom plate of the guide frame;
横向主梁内管外侧贴板、横向主梁内管内侧贴板连接在横向主梁内管端部,支腿调节板连接在横向主梁内管底面上,摆腿转动连接横向主梁内管外侧贴板、横向主梁内管内侧贴板,摆腿由电机组件控制收放。The outer plate of the inner tube of the transverse main beam and the inner plate of the inner tube of the transverse main beam are connected to the end of the inner tube of the transverse main beam, the adjusting plate of the outrigger is connected to the bottom surface of the inner tube of the transverse main beam, and the swing leg is rotated to connect the inner tube of the transverse main beam The outer side panel, the inner side panel of the inner tube of the transverse main beam, and the swing legs are controlled and retracted by the motor assembly.
实施例中,优选:In an embodiment, preferably:
所述上爬升架包括通过螺栓螺母连接或焊接而成的主梁伸缩外管、主梁伸缩内管、次梁伸缩内管、次梁伸缩外管、摆腿调节板、摆腿、主梁外侧加固槽钢组件一、角模支撑槽钢组件二、导轮组件、电机机座槽钢、架体连接板、用于固定连接次梁伸缩外管的架体次梁固定连接板、电机机座连接板、防坠器连接板;The upper climbing frame includes a main beam telescopic outer pipe, a main beam telescopic inner pipe, a secondary beam telescopic inner pipe, a secondary beam telescopic outer pipe, a swing leg adjustment plate, a swing leg, and an outer side of the main beam, which are connected or welded by bolts and nuts. Reinforced
主梁伸缩外管连接次梁伸缩内管、主梁外侧加固槽钢组件一,主梁伸缩内管端部外侧面连接角模支撑槽钢组件二、底部连接摆腿调节板和摆腿;The telescopic outer tube of the main beam is connected to the telescopic inner tube of the secondary beam and the outer reinforcement channel steel component of the main beam.
架体次梁固定连接板固定连接架体连接板,架体连接板连接电机机座槽钢和防坠器连接板,电机机座槽钢连接电机机座连接板,电机机座连接板连接主电机,防坠器连接板连接防坠器;防坠器连接板顶部和电机机座槽钢底部分别连接有所述导轮组件。The frame body sub-beam fixed connection plate is fixedly connected to the frame body connection plate, the frame body connection plate is connected to the motor frame channel steel and the anti-fall device connection plate, the motor frame channel steel is connected to the motor frame connection plate, and the motor frame connection plate is connected to the main frame. The motor and the connecting plate of the anti-dropping device are connected to the anti-dropping device; the top of the connecting plate of the anti-dropping device and the bottom of the channel steel of the motor base are respectively connected with the guide wheel assembly.
实施例中,优选:In an embodiment, preferably:
所述模板组件包括角模板、角模连接板、普通模板,角模板包括角模立柱型材及两端的封头板,角模板中间有丝杆构件,丝杆构件连接角模连接板和角模立柱型材,所述角模收放模板减速机电机控制丝杆构件横向收放。The formwork assembly includes an angle formwork, an angle formwork connecting plate, and a common formwork. The angle formwork includes an angle formwork column profile and a head plate at both ends. There is a screw member in the middle of the corner formwork, and the screw member connects the angle formwork connecting plate and the angle formwork column. Profile, the angle die retractable template reducer motor controls the horizontal retraction of the screw member.
实施例中,优选:In an embodiment, preferably:
所述丝杆构件由正反丝杆、花键套、花键轴、滑座支撑块、滑座、T型螺母、连架杆、连杆、螺母组成;The screw member is composed of a positive and negative screw, a spline sleeve, a spline shaft, a sliding seat support block, a sliding seat, a T-shaped nut, a connecting rod, a connecting rod, and a nut;
所述滑座横向固定在角模立柱型材上,滑座支撑块底面限位于滑座横向滑轨内,T型螺母将正反丝杆限位于滑座支撑块顶部;正反丝杆、花键套、花键轴依次连接;The sliding seat is laterally fixed on the corner mold column profile, the bottom surface of the sliding seat supporting block is limited to the lateral sliding rail of the sliding seat, and the T-shaped nut restricts the positive and negative screw rods to the top of the sliding seat supporting block; the positive and negative screw rods, splines The sleeve and the spline shaft are connected in sequence;
顶部的花键轴连接角模收放模板减速机电机的输出轴;螺母、连杆、连架杆依次铰接,正反丝杆螺接螺母,连杆螺接相应的角模连接板;The spline shaft on the top is connected to the output shaft of the angle die retractable formwork reducer motor; the nut, the connecting rod and the connecting rod are hinged in sequence, the positive and negative screw rods are screwed to the nut, and the connecting rod is screwed to the corresponding angle formwork connecting plate;
所述角模收放模板减速机电机工作时,同一正反丝杆带动两个上下间隔的螺母反向运动。When the motor of the angle die retracting and releasing template reducer is working, the same positive and negative screw rod drives the two upper and lower spaced nuts to move in the opposite direction.
实施例中,优选:In an embodiment, preferably:
所述角模立柱型材、角模连接板、普通模板为铝合金材质。The corner mold column profiles, the corner mold connecting plates, and the common template are made of aluminum alloys.
实施例中,优选:In an embodiment, preferably:
所述高层建筑爬升浇筑系统进一步包括紧固组件;所述紧固系统包括位于普通模板背面竖直设置的背楞和穿过普通模板的穿墙螺杆。The high-rise building climbing and pouring system further includes a fastening component; the fastening system includes a back corrugation vertically arranged on the back of the common formwork and a through-wall screw passing through the common formwork.
为解决上述技术问题,本发明采用的另一个技术方案是提供一种高层建筑爬升浇筑系统的操作方法,包括如下步骤:In order to solve the above-mentioned technical problems, another technical solution adopted by the present invention is to provide a kind of operation method of the high-rise building climbing and pouring system, which comprises the following steps:
a.安装基坑模板,在基坑上预埋上爬升架2摆腿209、下爬升架1摆腿116的定位盒13,并浇筑基坑;a. Install the foundation pit formwork, pre-embed the
b.下爬升架1安装时尺寸要根据电梯井道尺寸调整好再装,要保证四条摆腿116在一个水平面内;b. When the
c.安装导向架4,下爬升架1纵向主梁顶板112与导向架4、导向架底板401之间采用螺栓连接,导向架4的三角架404之间采用螺栓和防松螺母拧紧;c. Install the
d.上爬升架2和主电机5、防坠器6安装在一起后,装在导向架4上;然后再装入操作平台3和操作平台电机14,接电控箱控制线;d. After the
e.将装好的爬升机组件用行吊放入电梯井道基坑预留好的安装位置,调节下爬升架1的摆腿116的螺栓,保证下爬升架1在同一水平面上,然后调整上爬升架2的摆腿209在同一水平面;e. Put the installed climbing machine assembly into the reserved installation position of the foundation pit of the elevator shaft with a hoist, adjust the bolts of the
f.将模板组件依次组装起来,其中角模板9与角模连接板10,角模连接板10与普通模板11连接;在角模板9的丝杆构件903上预留安装角模收放模板减速机电机12位置,并调试运行;同时绑扎好电梯井位置的钢筋;f. Assemble the formwork assemblies in turn, wherein the
g.在基坑模板上预安装定位盒13,刷脱模剂;g. Pre-install the
h.吊入组装好的模板组件,让角模板9立在上爬升架2的主梁外侧加固槽钢组件一214、角模支撑槽钢组件二216上,并接好角模收放模板减速机电机12控制线,将模板组件调整至浇筑位置;h. Lift the assembled formwork assembly, let the
i.安装胶杯、套管,安装外模板并用加固件进行加固;i. Install plastic cups and casings, install outer formwork and reinforce with reinforcements;
j.用垂准仪测垂直度,对垂直度不满足的情况下,要用专用把手调节螺丝,直到满足相应垂直度的要求;j. Use a vertical collimator to measure the verticality. If the verticality is not satisfied, use a special handle to adjust the screw until the corresponding verticality requirements are met;
k.浇筑电梯井位置混凝土,并用振动棒捣实,混凝土浇筑过程中,将模板上对应位置的定位盒13进行预埋固定,固定后的定位盒13作为下方下爬升架1、上爬升架2朝上爬升的固定支撑点;k. Pouring the concrete at the position of the elevator shaft and tamping it with a vibrating rod. During the concrete pouring process, the
l.待墙壁达到一定强度时,启动角模收放模板减速机电机12进行收模;l. When the wall reaches a certain strength, start the angle
m.启动操作平台电机14,升至底层定位盒13往上500mm处,再启动主电机5正转,将上爬升架2摆腿209提至底层定位盒13处;m. Start the
n.启动主电机5反转,将下爬升架1摆腿116提至第一次预埋上层定位盒13内;n. Start the
o.再次启动主电机5正转,将上爬升架2摆腿209提至上层定位盒13内;o. Start the
p.再次启动主电机5反转,将下爬升架1摆腿116提至第二次定位盒13内;p. Start the
q.调整摆腿螺栓调节爬升机水平并固定定位盒13;q. Adjust the swing leg bolt to adjust the level of the climber and fix the
r.启动角模收放模板减速机电机12将模板放至井道尺寸;r. Start the angle mold retracting and releasing
s.调节垂直度,浇筑混凝土,循环往复。s. Adjust the verticality, pour concrete, and cycle back and forth.
本发明的有益效果是:The beneficial effects of the present invention are:
该装置采用爬升机组件和模板组件逐步由下往上爬升的方式对电梯井进行混凝土浇筑,爬升机系统和模板系统采用独立的驱动系统来驱动,爬升机系统上升一个高度单元,模板系统也对应上升一个高度单元,人工通过操作平台进行对应模板系统的混凝土浇筑工作,操作层次性高,而且混凝土浇筑过程中,将模板上对应位置的定位小盒进行预埋固定,固定后的定位小盒作为下方下爬升架、上爬升架朝上爬升的固定支撑点,定位小盒在浇筑混凝土后不拆除,实际承受电梯井爬模重量的是已经浇筑并凝结的混凝土,上爬升架与下爬升架摆腿伸入的都是已经浇筑混凝土的定位小盒,保证了整个爬模系统爬升的稳定性和安全性;The device uses the climbing machine assembly and the formwork assembly to gradually climb from the bottom to the top for concrete pouring on the elevator shaft. The climbing machine system and the formwork system are driven by an independent drive system. The climbing machine system rises a height unit, and the formwork system also corresponds to Raise a height unit, and manually carry out the concrete pouring work corresponding to the formwork system through the operation platform. The operation level is high, and during the concrete pouring process, the positioning small box at the corresponding position on the formwork is pre-buried and fixed, and the fixed positioning small box is used as The lower climbing frame below and the fixed support point where the upper climbing frame climbs upward. The positioning box is not removed after pouring the concrete. What actually bears the weight of the elevator shaft climbing formwork is the concrete that has been poured and solidified. The upper and lower climbing frames swing The legs are inserted into the positioning small boxes that have been poured concrete, which ensures the stability and safety of the entire climbing formwork system;
该装置拆模迅速,快速就位,通过电机控制模板的收缩及复位,大大较少了人工安装,可以快速安装好模板。将模板和电梯井爬架作为一个整体来考虑其受力情况,并对其进行模拟分析,使得该模板和电梯井爬架的整体传力顺畅,减小浇筑时模板的变形量,从而可以有效地保证施工质量。The device dismantles the mold quickly and takes the place quickly. The shrinkage and reset of the template are controlled by the motor, which greatly reduces the manual installation and can quickly install the template. The formwork and the elevator shaft climbing frame are considered as a whole to consider their force, and the simulation analysis is carried out, so that the overall force transmission of the formwork and the elevator shaft climbing frame is smooth, and the deformation of the formwork during pouring is reduced, so that it can effectively To ensure construction quality.
附图说明Description of drawings
图1为本发明高层建筑爬升浇筑系统的结构示意图;Fig. 1 is the structural representation of the high-rise building climbing and pouring system of the present invention;
图2为本发明高层建筑爬升浇筑系统的正面示意图;Fig. 2 is the front schematic diagram of the high-rise building climbing and pouring system of the present invention;
图3为本发明高层建筑爬升浇筑系统的侧面示意图;3 is a schematic side view of the high-rise building climbing and pouring system of the present invention;
图4为本发明高层建筑爬升浇筑系统的的俯视示意图;4 is a schematic top view of the high-rise building climbing and pouring system of the present invention;
图5为本发明下爬升架的结构示意图;Fig. 5 is the structural representation of the lower climbing frame of the present invention;
图6为本发明上爬升架的结构示意图;Fig. 6 is the structural schematic diagram of the upper climbing frame of the present invention;
图7为本发明操作平台的结构示意图;Fig. 7 is the structural representation of the operating platform of the present invention;
图8为本发明操作平台的局部结构示意图;Fig. 8 is the partial structure schematic diagram of the operating platform of the present invention;
图9为本发明导向架的结构示意图;Fig. 9 is the structural representation of the guide frame of the present invention;
图10为图9中沿A-A线的截面示意图;Figure 10 is a schematic cross-sectional view along line A-A in Figure 9;
图11为导向架单体的侧面示意图;Figure 11 is a side schematic view of a single guide frame;
图12为本发明角模板的结构示意图;Fig. 12 is the structural representation of the corner template of the present invention;
图13为本发明丝杆构件的结构示意图;Fig. 13 is the structural representation of the screw member of the present invention;
图14为本发明定位小盒的结构示意图;Fig. 14 is the structural representation of the positioning small box of the present invention;
图15为本发明在电梯井内的安装原理示意图;Figure 15 is a schematic diagram of the installation principle of the present invention in an elevator shaft;
图16为本发明上爬升架完成第一次爬升的示意图;FIG. 16 is a schematic diagram of the first climbing completed by the upper climbing frame of the present invention;
图17为本发明下爬升架完成第一次爬升的示意图;Figure 17 is a schematic diagram of the lower climbing frame of the present invention completing the first climb;
图18为本发明上爬升架完成第二次爬升的示意图;Figure 18 is a schematic diagram of the upper climbing frame of the present invention completing the second climb;
图19为本发明下爬升架完成第二次爬升的示意图;Figure 19 is a schematic diagram of the lower climbing frame of the present invention completing the second climb;
图20是本发明的高层建筑爬升浇筑系统的立体结构示意图。20 is a schematic three-dimensional structure diagram of the high-rise building climbing and pouring system of the present invention.
具体实施方式Detailed ways
下面结合图示对本发明的技术方案进行详述。The technical solutions of the present invention will be described in detail below with reference to the drawings.
请参见图1-图3所示,本实施例的高层建筑爬升浇筑系统,包括模板组件、爬升机组件、电机组件、定位盒13,所述模板组件由电机组件控制收放,爬升机组件包括下爬升架1、上爬升架2、操作平台3和导向架4,模板组件支撑于上爬升架2顶部;1-3, the high-rise building climbing and pouring system in this embodiment includes a formwork assembly, a climbing machine assembly, a motor assembly, and a
爬升机组件爬升时,上爬升架2在电机组件动力作用下,沿着导向架4上升一个爬升高度,与已浇筑在基坑模板中的定位盒13形成一次爬升安装,下爬升架1再在电机组件动力作用下,沿着导向架4提升至上爬升架2上一次爬升安装的定位盒13中并形成一次提升安装,此时,高层建筑爬升浇筑系统完成一次爬升,其中,定位盒13的结构如图4和图14所示。When the climbing machine assembly climbs, the
本实施例的高层建筑爬升浇筑系统,下爬升架1、上爬升架2分别先后独立进行爬升,保证了整体爬升的稳定性,而且模板组件可以通过电机组件控制收放,从而节省了人力,降低了收放的复杂繁重的劳动难度,且其随爬升机组件整体爬升,保证了高层建筑爬升浇筑系统的爬升稳定性和安全性。In the high-rise building climbing and pouring system of the present embodiment, the
如图2所示,对于爬升机组件的结构,进一步地,优选:所述爬升机组件还包括防坠器6、齿轮、连接导向架4的齿条8,电机组件通过齿轮与齿条8相互啮合进行传动,从而实现爬升架1、上爬升架2、操作平台3沿着齿条8爬升。防坠器6的采用了,是为了保证爬升过程的安全。As shown in FIG. 2, for the structure of the climbing machine assembly, it is further preferred that the climbing machine assembly further comprises a
对于电机组件,优选如图2所示,电机组件包括设置于上爬升架2上的用于控制下爬升架1和上爬升架2爬升的主电机5、设置于操作平台3上的用于控制操作平台3爬升的操作平台电机14、设置于模板组件上用于控制模板组件收放的角模收放模板减速机电机12;更具体地,主电机5正转带动上爬升架2爬升,主电机5反转带动下爬升架1爬升;下爬升架1和上爬升架2分时爬升,保证了爬升的稳定性和安全性。For the motor assembly, preferably as shown in FIG. 2 , the motor assembly includes a
当然,在本发明的具体实施例中,下爬升架1和上爬升架2可以分别受控于不同的电机,对此不作限制。Of course, in the specific embodiment of the present invention, the
由于,操作平台3独立受控于操作平台电机14,保证操作平台3始终位于上爬升架2上方一距离,这也提高了施工的安全性。Because the
如图1、图9-图11所示,导向架4包括一个导向架底板401及多个导向架单体402,导向架单体402包括三脚架404、圆管405、斜杆403;三脚架404横向连接在圆管405上,同一导向架单体402的上下相邻的三脚架404之间连接有所述的斜杆403,上下相邻且属于不同导向架单体402的三脚架404螺接;齿条8竖向倚靠连接导向架4,圆管405与上爬升架2、操作平台3滑动连接。As shown in FIGS. 1 and 9 to 11 , the
本实施例中,导向架4由多个导向架单体402上下依次连接,从而可以降低安装的难度,而且这种结构的导向架4的高度可以根据具体的需要选择导向架单体402的个数,适应范围广。且圆管405本身的导向作用,保证了上爬升架2、操作平台3的爬升稳定性。In this embodiment, the
如图7和图8所示,操作平台3优选包括操作平台面板306、操作平台电机连接板304、电机机座连接板槽钢305、滚轮组件312,导向架4贯穿操作平台面板306;As shown in FIGS. 7 and 8 , the
电机机座连接板槽钢305与操作平台面板306垂直连接,操作平台电机连接板304竖向连接在电机机座连接板槽钢305上,且操作平台电机14连接在操作平台电机连接板304上,电机机座连接板槽钢305顶端和底端分别设置所述滚轮组件312,所述滚轮组件312上下可滑动地抱在相应的圆管405上。The motor frame connecting
对于下爬升架1的具体结构,参看图5,所述下爬升架1由横向主梁外管101、横向主梁内管103、横向主梁内管外侧贴板104、T型伸缩臂105、纵向主梁伸缩内管110、纵向主梁伸缩外管111、纵向主梁顶板112、支腿调节板114、带滚轮的摆腿116、横向主梁内管内侧贴板108;For the specific structure of the
纵向主梁伸缩内管110垂直连接横向主梁外管101,T型伸缩臂105长腿连接横向主梁内管内侧贴板108、短腿连接纵向主梁伸缩外管111,纵向主梁顶板112螺接导向架底板401;The longitudinal main girder telescopic
横向主梁内管外侧贴板104、横向主梁内管内侧贴板108连接在横向主梁内管103端部,支腿调节板114连接在横向主梁内管103底面上,摆腿116转动连接横向主梁内管外侧贴板104、横向主梁内管内侧贴板108,摆腿116由电机组件控制收放。The
本实施例中,下爬升架1采用伸缩管连接,使得两个相互垂直的方向,伸缩管的整体尺寸可调,适用范围广。In this embodiment, the
支腿调节板114可保证摆腿116位于同一平面上。The
再者,摆腿116与相应的定位盒13的配合使用,为上爬升架2提供了稳定支点。Furthermore, the cooperating use of the
对于上爬升架2的具体结构,参看图6,所述上爬升架2包括通过螺栓螺母连接或焊接而成的主梁伸缩外管201、主梁伸缩内管202、次梁伸缩内管205、次梁伸缩外管206、摆腿调节板207、摆腿209、主梁外侧加固槽钢组件一214、角模支撑槽钢组件二216、导轮组件217、电机机座槽钢220、架体连接板225、用于固定连接次梁伸缩外管206的架体次梁固定连接板226、电机机座连接板229、防坠器连接板231;For the specific structure of the
主梁伸缩外管201连接次梁伸缩内管205、主梁外侧加固槽钢组件一214,主梁伸缩内管202端部外侧面连接角模支撑槽钢组件二216、底部连接摆腿调节板207和摆腿209;The main beam telescopic
架体次梁固定连接板226固定连接架体连接板225,架体连接板225连接电机机座槽钢220和防坠器连接板231,电机机座槽钢220连接电机机座连接板229,电机机座连接板229连接主电机5,防坠器连接板231连接防坠器6;防坠器连接板231顶部和电机机座槽钢220底部分别连接有所述导轮组件217;The frame body sub-beam fixed
导轮组件217抱在相应的圆管405上,实现稳定的导向;The
主电机5和防坠器6可以在跟上爬升架2安装后,再安装到导向架4上,从而降低了安装的难度,提高了安装的效率;The
主梁外侧加固槽钢组件一214、角模支撑槽钢组件二216用于支撑模板组件,使得模板组件跟随上爬升架2爬升,从而提高了模板组件爬升的安全性和稳定性;The outer reinforcement
当然,摆腿209也是和定位盒13配合使用,而为上爬升架2的爬升提供稳定的支撑。Of course, the
如图20,所述模板组件包括角模板9、角模连接板10、普通模板11,如图12、图20,角模板9包括角模立柱型材901及两端的封头板902,角模板9中间有丝杆构件903,丝杆构件903连接角模连接板10和角模立柱型材901,所述角模收放模板减速机电机12控制丝杆构件903横向收放。As shown in Figure 20, the formwork assembly includes a
如图13和图20,所述丝杆构件903由正反丝杆9031、花键套9032、花键轴9033、滑座支撑块9034、滑座9035、T型螺母9036、连架杆9037、连杆9038、螺母9039组成;13 and 20, the
所述滑座9035横向固定在角模立柱型材901上,滑座支撑块9034底面限位于滑座9035横向滑轨内,T型螺母9036将正反丝杆9031限位于滑座支撑块9034顶部;正反丝杆9031、花键套9032、花键轴9033依次连接;The sliding seat 9035 is laterally fixed on the corner
顶部的花键轴9033连接角模收放模板减速机电机12的输出轴;螺母9039、连杆9038、连架杆9037依次铰接,正反丝杆9031螺接螺母9039,连杆9038螺接相应的角模连接板10;The
所述角模收放模板减速机电机12工作时,同一正反丝杆9031带动两个上下间隔的螺母9039反向运动。When the
在本发明的实施例中,优选,所述角模立柱型材901、角模连接板10、普通模板11为铝合金材质。In the embodiment of the present invention, preferably, the corner mold column profiles 901, the corner
如图4所示,所述高层建筑爬升浇筑系统进一步包括紧固组件;所述紧固系统包括位于普通模板11背面竖直设置的背楞16和穿过普通模板11的穿墙螺杆15。在浇筑之前,保证模板组件的高度稳定。As shown in FIG. 4 , the high-rise building climbing and pouring system further includes a fastening component; the fastening system includes a
本发明的高层建筑爬升浇筑系统的爬模过程利用了作原理,参看图15-图19,如:当架体在使用工况下时,混凝土浇筑完毕待混凝土强度达到1.2MPa时,拆除加固件和穿墙螺杆,启动角模上的角模收放模板减速机电机收模,待外墙强度达到要求,先将操作平台上升到一定高度,高出上爬升架预留安装位置,将上爬升架的摆腿收起,启动主电机正转,让上爬升架到达预留摆腿安装位置,摆腿吸附机构断电,放开摆腿,将上爬升架落入预留摆腿安装位置,摆腿落位后,根据垂准仪显示调节各个摆腿上的调节螺栓,保证模板组件底部与墙面垂直;The climbing formwork process of the high-rise building climbing and pouring system of the present invention utilizes the principle, referring to Fig. 15-Fig. 19, such as: when the frame body is under the working condition, when the concrete is poured and the strength of the concrete reaches 1.2MPa, the reinforcement is removed. And through the wall screw, start the angle mold retracting and releasing template reducer motor on the angle mold to retract the mold, when the strength of the outer wall meets the requirements, first raise the operating platform to a certain height, and reserve the installation position above the upper climbing frame, and the upper climbing frame will be installed. The swing legs of the frame are retracted, the main motor is turned on, and the upper climbing frame reaches the reserved swing leg installation position. After the swing legs are in place, adjust the adjustment bolts on each swing leg according to the display of the vertical collimator to ensure that the bottom of the formwork assembly is perpendicular to the wall;
启动主电机反转,带动下爬升架爬升,到达下爬升架预留的摆腿安装位置,启动角模收放模板减速机电机,将模板放到规定位置,安装外模板、穿墙螺杆和加固件,即完成整个爬升过程。Start the reverse rotation of the main motor, drive the lower climbing frame to climb, reach the installation position of the swing leg reserved for the lower climbing frame, start the motor of the angle die retractable formwork reducer, put the formwork in the specified position, install the outer formwork, the wall screw and reinforcement , that is, to complete the entire climbing process.
本发明的机构设计,利用了相对运动的原理:上爬升架和主电机相对固定连接,两者同步运动;下爬升架和齿条相对固定连接,两者同步运动;下爬升架不动时,通过主电机带动上爬升架做爬升运动;上爬升架不动时,通过主电机与齿条的作用,让齿条带动下爬升架做爬升运动。The mechanism design of the present invention utilizes the principle of relative motion: the upper climbing frame and the main motor are relatively fixedly connected, and the two move synchronously; the lower climbing frame and the rack are relatively fixedly connected, and the two move synchronously; when the lower climbing frame does not move, The upper climbing frame is driven by the main motor to do the climbing movement; when the upper climbing frame does not move, the rack drives the lower climbing frame to do the climbing movement through the action of the main motor and the rack.
本发明的电梯井爬模系统的操作方法,优选包括步骤:The operation method of the elevator shaft climbing formwork system of the present invention preferably comprises the steps:
a.安装基坑模板,在基坑上预埋上爬升架2摆腿209、下爬升架1摆腿116的定位盒13,并浇筑基坑;a. Install the foundation pit formwork, pre-embed the
b.下爬升架1安装时尺寸要根据电梯井道尺寸调整好再装,要保证四条摆腿116在一个水平面内;b. When the
c.安装导向架4,下爬升架1纵向主梁顶板112与导向架4、导向架底板401之间采用螺栓连接,导向架4的三角架404之间采用螺栓和防松螺母拧紧;c. Install the
d.上爬升架2和主电机5、防坠器6安装在一起后,装在导向架4上;然后再装入操作平台3和操作平台电机14,接电控箱控制线;d. After the
e.将装好的爬升机组件用行吊放入电梯井道基坑预留好的安装位置,调节下爬升架1的摆腿116的螺栓,保证下爬升架1在同一水平面上,然后调整上爬升架2的摆腿209在同一水平面;e. Put the installed climbing machine assembly into the reserved installation position of the foundation pit of the elevator shaft with a hoist, adjust the bolts of the
f.将模板组件依次组装起来,其中角模板9与角模连接板10,角模连接板10与普通模板11连接;在角模板9的丝杆构件903上预留安装角模收放模板减速机电机12位置,并调试运行;同时绑扎好电梯井位置的钢筋;f. Assemble the formwork assemblies in turn, wherein the
g.在基坑模板上预安装定位盒13,刷脱模剂;g. Pre-install the
h.吊入组装好的模板组件,让角模板9立在上爬升架2的主梁外侧加固槽钢组件一214、角模支撑槽钢组件二216上,并接好角模收放模板减速机电机12控制线,将模板组件调整至浇筑位置;h. Lift the assembled formwork assembly, let the
i.安装胶杯、套管,安装外模板并用加固件进行加固;i. Install plastic cups and casings, install outer formwork and reinforce with reinforcements;
j.用垂准仪测垂直度,对垂直度不满足的情况下,要用专用把手调节螺丝,直到满足相应垂直度的要求;j. Use a vertical collimator to measure the verticality. If the verticality is not satisfied, use a special handle to adjust the screw until the corresponding verticality requirements are met;
k.浇筑电梯井位置混凝土,并用振动棒捣实,混凝土浇筑过程中,将模板上对应位置的定位盒13进行预埋固定,固定后的定位盒13作为下方下爬升架1、上爬升架2朝上爬升的固定支撑点;k. Pouring the concrete at the position of the elevator shaft and tamping it with a vibrating rod. During the concrete pouring process, the
l.待墙壁达到一定强度时,启动角模收放模板减速机电机12进行收模;l. When the wall reaches a certain strength, start the angle
m.启动操作平台电机14,升至底层定位盒13往上500mm处,再启动主电机5正转,将上爬升架2摆腿209提至底层定位盒13处;m. Start the
n.启动主电机5反转,将下爬升架1摆腿116提至第一次预埋上层定位盒13内;n. Start the
o.再次启动主电机5正转,将上爬升架2摆腿209提至上层定位盒13内;o. Start the
p.再次启动主电机5反转,将下爬升架1摆腿116提至第二次定位盒13内;p. Start the
q.调整摆腿螺栓调节爬升机水平并固定定位盒13;q. Adjust the swing leg bolt to adjust the level of the climber and fix the
r.启动角模收放模板减速机电机12将模板放至井道尺寸;r. Start the angle mold retracting and releasing
s.调节垂直度,浇筑混凝土,循环往复。s. Adjust the verticality, pour concrete, and cycle back and forth.
其中,图15-图19中,数字30指代电梯井。Among them, in Figures 15-19, numeral 30 refers to the elevator shaft.
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 descriptions are only the embodiments of the present invention, and are not intended to limit the scope of the patent of the present invention. Any equivalent structures made by using the contents of the description and drawings of the present invention, or directly or indirectly applied in other related technical fields, are the same. Included in the scope of patent protection of the present invention.
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| CN116575695A (en) * | 2023-05-24 | 2023-08-11 | 中国新兴建筑工程有限责任公司 | A combined elevator hoistway climbing cylinder formwork device and its construction method |
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Application publication date: 20201103 |
