CN115807533A - Self-elevating tower crane channel device with shaped guide rail - Google Patents

Self-elevating tower crane channel device with shaped guide rail Download PDF

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Publication number
CN115807533A
CN115807533A CN202211608687.8A CN202211608687A CN115807533A CN 115807533 A CN115807533 A CN 115807533A CN 202211608687 A CN202211608687 A CN 202211608687A CN 115807533 A CN115807533 A CN 115807533A
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China
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frame
guide rail
tower crane
sliding section
self
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钱鸿明
刘高彦
王杰
陈保先
贾业鑫
刘金潇
张宝谦
罗海健
王思博
乔国家
郑玺辰
王志松
刘硕
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China Construction Fourth Engineering Division Corp Ltd
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China Construction Fourth Engineering Division Corp Ltd
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Abstract

本发明公开了一种定型化导轨自升式塔吊通道装置,其包括:爬架,所述爬架与施工建筑外立面可拆卸连接,所述爬架上对应不同楼层设有多层走道板;基轨架,所述基轨架水平可拆卸连接在所述走道板上,所述基轨架的外侧滑动连接有伸缩架,所述伸缩架的两侧均固定连接有护栏,所述伸缩架的伸缩端远离施工建筑外立面且与塔吊预留间隙;定型通道板,所述定型通道板有多块且可拆卸拼接在所述基轨架及伸缩架上,所述定型通道板与其两侧的护栏形成上人通道,所述上人通道跟随所述爬架升降,本发明拆装方便,上人通道可以跟随爬架上升,可以临时组装,安装成本低。

Figure 202211608687

The invention discloses a stereotyped guide rail self-elevating tower crane channel device, which comprises: a climbing frame, which is detachably connected to the facade of a construction building, and the climbing frame is provided with multi-layer walkway boards corresponding to different floors The base rail frame is detachably connected to the walkway plate horizontally, and the outer side of the base rail frame is slidingly connected with a telescopic frame, and both sides of the telescopic frame are fixedly connected with guardrails, and the telescopic frame The telescopic end of the frame is far away from the facade of the construction building and a gap is reserved with the tower crane; the shaped channel plate has multiple pieces and can be detachably spliced on the base rail frame and the telescopic frame. The guardrails on both sides form a passageway for people, and the passageway for people goes up and down following the climbing frame. The invention is easy to disassemble, the passageway for people going up following the frame for people can be temporarily assembled, and the installation cost is low.

Figure 202211608687

Description

一种定型化导轨自升式塔吊通道装置A stereotyped guide rail self-elevating tower crane channel device

技术领域technical field

本发明属于建筑施工工器具应用技术领域,具体涉及一种定型化导轨自升式塔吊通道装置。The invention belongs to the technical field of application of building construction tools, and in particular relates to a self-elevating tower crane channel device with a stereotyped guide rail.

背景技术Background technique

主体施工时,我们常用的塔吊上人通道都是采用模板搭设的简易防护。随着建筑行业的高速发展,建筑物的楼层数越来越多,整体高度随之增加,在实际施工过程中,随着工程进度的加快,每隔几层搭设上人通道,繁琐且用料较多,而且安全性较低,工人切割操作危险,搭设及拆除工序繁琐。During the construction of the main body, our commonly used tower crane access is a simple protection built with formwork. With the rapid development of the construction industry, the number of floors of the building is increasing, and the overall height increases accordingly. In the actual construction process, with the acceleration of the project progress, it is cumbersome and expensive to build passageways every few floors. There are many, and the safety is low, the cutting operation of workers is dangerous, and the erection and dismantling procedures are cumbersome.

因此,如何提供一种方便搭拆,且能够重复利用的导轨自升式塔吊通道装置是本领域技术人员亟需解决的问题。Therefore, how to provide a guide rail self-elevating tower crane channel device that is easy to assemble and disassemble and can be reused is an urgent problem to be solved by those skilled in the art.

发明内容Contents of the invention

有鉴于此,本发明提供了一种定型化导轨自升式塔吊通道装置,模块化组装,零部件拆装方便,可周转重复使用。In view of this, the present invention provides a stereotyped guide rail self-elevating tower crane channel device, modular assembly, easy disassembly and assembly of parts, and turnover and repeated use.

为了达到上述目的,本发明采用如下技术方案:一种定型化导轨自升式塔吊通道装置,其包括:In order to achieve the above object, the present invention adopts the following technical solutions: a stereotyped guide rail self-elevating tower crane channel device, which includes:

爬架,所述爬架与施工建筑外立面可拆卸连接,所述爬架上对应不同楼层设有多层走道板;A climbing frame, the climbing frame is detachably connected to the construction building facade, and the climbing frame is provided with multi-layer walkway boards corresponding to different floors;

基轨架,所述基轨架水平可拆卸连接在所述走道板上,所述基轨架的外侧滑动连接有伸缩架,所述伸缩架的两侧均固定连接有护栏,所述伸缩架的伸缩端远离施工建筑外立面且与塔吊预留间隙;A base rail frame, the base rail frame is horizontally and detachably connected to the walkway slab, the outer side of the base rail frame is slidably connected with a telescopic frame, both sides of the telescopic frame are fixedly connected with guardrails, and the telescopic frame The telescopic end is far away from the facade of the construction building and has a gap with the tower crane;

定型通道板,所述定型通道板有多块且可拆卸拼接在所述基轨架及伸缩架上,所述定型通道板与其两侧的护栏形成上人通道,所述上人通道跟随所述爬架升降。A shaped channel plate, the shaped channel plate has a plurality of pieces and is detachably spliced on the base rail frame and the telescopic frame, the shaped channel plate and the guardrails on both sides form a passageway for people, and the passageway for people follows the Climbing frame lifting.

本发明的有益效果是:爬架可以跟随施工建筑的层高而爬高,基轨架连接在爬架上,在爬架上升的同时可以带动基轨架上升,伸缩架可以伸缩一定距离,弥补塔吊与建筑外立面之间不同的间距,适应性强,基轨架、伸缩架、护栏、定型通道板配合形成上人通道,伸缩架不与塔吊固定连接,便于上人通道跟随爬架提升,传统的均是上人通道与塔吊及建筑外立面固定连接,无法周转使用,拆装不便,本装置可以现场临时搭设,采用的定型通道板也便于组装和拆卸。The beneficial effects of the present invention are: the climbing frame can climb up following the floor height of the construction building; The distance between the tower crane and the building facade is different, and the adaptability is strong. The base rail frame, telescopic frame, guardrail, and shaped channel plate cooperate to form a passageway for people. , the traditional ones are all fixed connections between the upper passage and the tower crane and the facade of the building, which cannot be used repeatedly and are inconvenient to disassemble.

优选的,所述基轨架的另一端延伸至楼板上,所述楼板上可拆卸连接有多根立杆,所述立杆上固定连接有稳压框,所述稳压框连接在所述基轨架另一端的上方。Preferably, the other end of the base rail frame extends to the floor, and a plurality of vertical poles are detachably connected to the floor, and a voltage stabilizing frame is fixedly connected to the vertical poles, and the voltage stabilizing frame is connected to the base above the other end of the rail.

优选的,所述护栏上可拆卸连接有预制钢板。Preferably, prefabricated steel plates are detachably connected to the guardrail.

优选的,所述基轨架包括两两成组平行布置的工字钢及多根支杆,多根所述支杆平行间隔固定在两根工字钢之间,所述支杆上铺设有定型通道板。Preferably, the base rail frame includes I-beams arranged in parallel in groups of two and a plurality of support rods, and the plurality of support rods are fixed between two I-beams in parallel at intervals, and the support rods are laid with Shape the channel plate.

优选的,所述工字钢的外侧凹槽形成导轨槽,所述伸缩架上设有第一滑移段及第二滑移段,所述第一滑移段滑动连接在所述导轨槽内,所述第二滑移段与第一滑移段滑动连接,所述第一滑移段及第二滑移段上均竖直连接有护栏,所述第一滑移段及第二滑移段上均设有限定其轴向滑移位置的卡扣,所述工字钢上设有卡槽,所述卡扣与对应的卡槽配合卡接限制第一滑移段及第二滑移段的伸缩长度。Preferably, the outer groove of the I-beam forms a guide rail groove, and the telescopic frame is provided with a first sliding section and a second sliding section, and the first sliding section is slidably connected in the guide rail groove , the second sliding section is slidably connected to the first sliding section, guardrails are vertically connected to the first sliding section and the second sliding section, and the first sliding section and the second sliding section Each section is provided with buckles to limit its axial sliding position, and the I-beam is provided with a slot, and the buckle cooperates with the corresponding slot to limit the first sliding section and the second sliding section. The telescopic length of the segment.

优选的,所述第二滑移段远离第一滑移段的一端端部固定连接有多根承压杆。Preferably, the end of the second sliding section away from the first sliding section is fixedly connected with a plurality of pressure bearing rods.

优选的,所述爬架包括防坠导座、导轨、桁架、电葫芦、导链上挂座及控制箱,所述防坠导座固定连接在所述施工建筑外立面上,所述导轨与所述防坠导座滑动连接,所述桁架与导轨固定连接且位于施工建筑的外侧,所述电葫芦安装在桁架上,所述导链上挂座固定连接在施工建筑外立面上且与电葫芦的传动链条连接,所述控制箱连接在桁架上且与电葫芦电连接。Preferably, the climbing frame includes an anti-fall guide seat, a guide rail, a truss, an electric hoist, a hanger on a guide chain and a control box, the anti-fall guide seat is fixedly connected to the facade of the construction building, and the guide rail It is slidingly connected with the anti-falling guide seat, the truss is fixedly connected with the guide rail and is located on the outside of the construction building, the electric hoist is installed on the truss, the upper hanging seat of the guide chain is fixedly connected on the facade of the construction building and It is connected with the transmission chain of the electric hoist, and the control box is connected on the truss and electrically connected with the electric hoist.

优选的,所述防坠导座上活动连接有支臂,所述支臂摆动一定角度,所述导轨上且对应其的轴向间隔设有多个限位销,所述支臂可与所述限位销卡接限制导轨坠落下移。Preferably, a support arm is movably connected to the anti-fall guide seat, and the support arm swings at a certain angle. A plurality of limit pins are arranged on the guide rail and corresponding to the axial intervals thereof, and the support arm can be connected with the The above-mentioned limit pin clamps and restricts the guide rail from falling and moving down.

附图说明Description of drawings

图1为本发明一种定型化导轨自升式塔吊通道装置的安装示意图一;Fig. 1 is a schematic diagram of the installation of a stereotyped guide rail self-elevating tower crane passage device of the present invention;

图2为本发明一种定型化导轨自升式塔吊通道装置的安装示意图二;Fig. 2 is the second installation schematic diagram of a stereotyped guide rail self-elevating tower crane channel device of the present invention;

图3为本发明一种定型化导轨自升式塔吊通道装置的安装示意图三;Fig. 3 is a schematic diagram of the installation of a stereotyped guide rail self-elevating tower crane channel device III of the present invention;

图4为本发明一种定型化导轨自升式塔吊通道装置的伸缩架安装示意图;Fig. 4 is a schematic diagram of installation of a telescopic frame of a self-elevating tower crane channel device with a stereotyped guide rail according to the present invention;

图5为本发明一种定型化导轨自升式塔吊通道装置的爬架示意图;5 is a schematic diagram of a climbing frame of a self-elevating tower crane channel device with a stereotyped guide rail according to the present invention;

图6为本发明一种定型化导轨自升式塔吊通道装置的防坠导座示意图。Fig. 6 is a schematic diagram of a fall prevention guide seat of a self-elevating tower crane channel device with a stereotyped guide rail according to the present invention.

1爬架、11防坠导座、111支臂、12导轨、13桁架、14电葫芦、15导链上挂座、16走道板、2楼板、3塔吊、4上人通道、41基轨架、42伸缩架、421第一滑移段、422第二滑移段、43护栏、44支杆、45承压杆、5立杆、6稳固框。1 climbing frame, 11 anti-fall guide seat, 111 support arm, 12 guide rail, 13 truss, 14 electric hoist, 15 guide chain hanger, 16 aisle plate, 2 floor slab, 3 tower crane, 4 access for people, 41 base rail frame , 42 telescopic frame, 421 first sliding section, 422 second sliding section, 43 guardrail, 44 pole, 45 pressure rod, 5 vertical pole, 6 stable frame.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,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.

参阅本发明附图1至5,根据本发明实施例一种定型化导轨自升式塔吊通道装置,其包括:Referring to the accompanying drawings 1 to 5 of the present invention, a stereotyped guide rail self-elevating tower crane channel device according to an embodiment of the present invention includes:

爬架1,爬架1与施工建筑外立面可拆卸连接,可跟随建筑楼层的升高而爬升,爬架1上对应不同楼层设有多层走道板16,方便工人施工;Climbing frame 1, the climbing frame 1 is detachably connected with the facade of the construction building, and can climb up with the rise of the building floor. The climbing frame 1 is provided with multi-layer walkway boards 16 corresponding to different floors, which is convenient for workers to construct;

基轨架41,基轨架41水平可拆卸连接在走道板16上,基轨架41与走道板16的安装方向垂直,基轨架41是上人通道4的支撑核心构件,基轨架41的外侧滑动连接有伸缩架42,伸缩架42布置的目的在于可以延长上人通道的长度,碰到一些复杂建筑外立面时,建筑外立面与塔吊之间的距离不定,如果采用固定式的上人通道则无法适用这一情况,伸缩架则弥补这一缺陷,伸缩架42的两侧均固定连接有护栏43,伸缩架42的伸缩端远离施工建筑外立面且与塔吊3预留间隙;这样上人通道4可以跟随爬架提升;The base rail frame 41, the base rail frame 41 is horizontally and detachably connected to the aisle slab 16, the base rail frame 41 is perpendicular to the installation direction of the aisle slab 16, the base rail frame 41 is the supporting core component of the passageway 4, the base rail frame 41 There is a telescopic frame 42 slidingly connected to the outer side of the telescopic frame. The purpose of the telescopic frame 42 is to extend the length of the upper passage. When encountering some complex building facades, the distance between the building facade and the tower crane is not fixed. If a fixed This situation cannot be applied to the passageway of the superior, and the telescopic frame makes up for this defect. Both sides of the telescopic frame 42 are fixedly connected with guardrails 43. gap; in this way, the access passage 4 can be lifted following the climbing frame;

定型通道板,定型通道板有多块且可拆卸拼接在基轨架41及伸缩架42上,定型通道板与其两侧的护栏43形成上人通道4,上人通道4跟随爬架1升降。定型通道板是预制定型化钢板,采用2000mm*2000mm定型化钢板作为底板;采用3300mm*1500m定型化钢板连接在护栏上;护栏构件采用60*60*3方管及40*40*3方管焊接成型;面板采用0.7mm冷轧钢板;采用拼接组装方式形成上人通道,一方面拆装方便,另一方面可以预制所需零件,现场临时组装。The shaped channel plate has multiple pieces and is detachably spliced on the base rail frame 41 and the telescopic frame 42. The shaped channel plate and the guardrails 43 on both sides form the upper passage 4, and the upper passage 4 follows the climbing frame 1 lifting. The shaped channel plate is a pre-shaped steel plate, using a 2000mm*2000mm shaped steel plate as the bottom plate; a 3300mm*1500m shaped steel plate is used to connect to the guardrail; the guardrail components are welded with 60*60*3 square tubes and 40*40*3 square tubes Forming; the panels are made of 0.7mm cold-rolled steel plates; splicing and assembly methods are used to form a passageway for people. On the one hand, it is easy to disassemble and assemble, on the other hand, the required parts can be prefabricated and temporarily assembled on site.

在另一些实施例中,基轨架41的另一端延伸至楼板2上,楼板2上可拆卸连接有多根立杆5,立杆5上固定连接有稳压框6,稳压框6连接在基轨架41另一端的上方,立杆组件通过上顶下支的方式将楼体内工字梁端部螺栓固定,不在楼体上钻孔,稳压框6在于稳固基轨架41,由于上人通道4是悬挑式安装,为了避免上人通道4的意外坠落,可以采用稳压框6稳压平衡上人通道4。In some other embodiments, the other end of the base rail frame 41 extends to the floor 2, and a plurality of vertical poles 5 are detachably connected to the floor 2. The vertical poles 5 are fixedly connected with a voltage stabilizing frame 6, and the voltage stabilizing frame 6 is connected to the Above the other end of the base rail frame 41, the vertical pole assembly fixes the bolts at the end of the I-beam in the building by means of upper support and lower support, and does not drill holes on the building body. The voltage stabilizing frame 6 is to stabilize the base rail frame 41. The passageway 4 for people is installed in a cantilevered manner. In order to avoid the accidental fall of the passageway 4 for people, a voltage stabilizing frame 6 can be used to stabilize the passageway 4 for people.

具体的,护栏上可拆卸连接有预制钢板,便于构件的成型和组装,降低现场组装成本。Specifically, prefabricated steel plates are detachably connected to the guardrail, which facilitates the forming and assembly of components and reduces on-site assembly costs.

在另一些实施例中,基轨架41包括两两成组平行布置的工字钢及多根支杆44,多根支杆44平行间隔固定在两根工字钢之间,支杆44上铺设有定型通道板,整体基轨架结构稳定,有较强的承压能力,也便于底板的安装。In some other embodiments, the base rail frame 41 includes I-beams arranged in parallel in pairs and a plurality of support rods 44, and the plurality of support rods 44 are fixed between two I-beams at intervals in parallel, and on the support rods 44 The shaped channel plate is laid, and the overall base rail frame is stable in structure, has strong pressure bearing capacity, and is also convenient for the installation of the bottom plate.

在另一些具体实施例中,工字钢的外侧凹槽形成导轨槽,伸缩架42上设有第一滑移段421及第二滑移段422,第一滑移段421滑动连接在导轨槽内,第二滑移段422与第一滑移段421滑动连接,第一滑移段421及第二滑移段422上均竖直连接有护栏43,第一滑移段421及第二滑移段422上均设有限定其轴向滑移位置的卡扣,工字钢上设有卡槽,卡扣与对应的卡槽配合卡接限制第一滑移段及第二滑移段的伸缩长度。In other specific embodiments, the outer groove of the I-beam forms a guide rail groove, and the telescopic frame 42 is provided with a first sliding section 421 and a second sliding section 422, and the first sliding section 421 is slidably connected to the guide rail groove. Inside, the second sliding section 422 is slidingly connected with the first sliding section 421, the first sliding section 421 and the second sliding section 422 are vertically connected with guardrails 43, the first sliding section 421 and the second sliding section The sliding section 422 is provided with buckles to limit its axial sliding position, and the I-beam is provided with a slot, and the buckle cooperates with the corresponding slot to limit the movement of the first sliding section and the second sliding section. Telescopic length.

在此需要强调的是,伸缩架的伸缩结构形式不唯一,即实现伸缩形式即可,第一滑移段可采用槽钢板、第二滑移段可采用方管,利用方管在槽钢板凹槽上的滑移实现伸缩效果。What needs to be emphasized here is that the telescopic structure of the telescopic frame is not unique, that is, the telescopic form can be realized. The first sliding section can use a channel steel plate, and the second sliding section can use a square tube. Sliding on the groove achieves telescopic effect.

在其他一些实施例中,第二滑移段422远离第一滑移段421的一端端部固定连接有多根承压杆45,承压杆45便于连接上人通道底板。In some other embodiments, the end of the second sliding section 422 away from the first sliding section 421 is fixedly connected with a plurality of pressure bearing rods 45 , and the pressure bearing rods 45 are conveniently connected to the bottom plate of the passageway.

在另一些实施例中,爬架1包括防坠导座11、导轨12、桁架13、电葫芦14、导链上挂座15及控制箱,防坠导座11固定连接在施工建筑外立面上,导轨12与防坠导座11滑动连接,桁架13与导轨12固定连接且位于施工建筑的外侧,电葫芦14安装在桁架13上,导链上挂座15固定连接在施工建筑外立面上且与电葫芦的传动链条连接,导链上挂座15提供电葫芦上升支点,控制箱连接在桁架上且与电葫芦电连接,爬架上升时,电葫芦运转,提升桁架上升,在导轨与防坠导座的滑动配合下可以导向桁架稳定上升,升到目标楼层。In some other embodiments, the climbing frame 1 includes an anti-fall guide seat 11, a guide rail 12, a truss 13, an electric hoist 14, a hanging seat 15 on a guide chain, and a control box, and the anti-fall guide seat 11 is fixedly connected to the building facade Above, the guide rail 12 is slidingly connected with the anti-fall guide seat 11, the truss 13 is fixedly connected with the guide rail 12 and is located on the outside of the construction building, the electric hoist 14 is installed on the truss 13, and the upper hanging seat 15 of the guide chain is fixedly connected to the facade of the construction building and connected with the transmission chain of the electric hoist, the upper hanging seat 15 of the guide chain provides the lifting fulcrum of the electric hoist, the control box is connected on the truss and is electrically connected with the electric hoist, when the climbing frame rises, the electric hoist operates, the lifting truss rises, and the Under the sliding cooperation with the anti-fall guide seat, the truss can be guided to rise steadily and reach the target floor.

在另一些实施例中,防坠导座11上活动连接有支臂111,支臂111摆动一定角度,支臂111是针摆式作用原理,支臂初始位向导轨方向倾斜,导轨上且对应其的轴向间隔设有多个限位销,在导轨上升的过程中,限位销可以拨动支臂摆动,此时支臂不影响导轨的正常上升,但是,当导轨突然下降时,支臂可与限位销卡接限制导轨坠落下移。使用更安全。In some other embodiments, the support arm 111 is movably connected to the anti-fall guide seat 11, and the support arm 111 swings at a certain angle. Its axial interval is provided with a plurality of limit pins. When the guide rail is rising, the limit pins can move the arm to swing. At this time, the support arm does not affect the normal rise of the guide rail. However, when the guide rail suddenly falls, the support arm The arm can be clamped with the limit pin to limit the falling of the guide rail. It is safer to use.

本装置动力提升装置与塔吊爬架内置的主电气控制系统并联,以实现与爬架的同步提升、下降或单独升降,避免工人额外的工作时间,也可以很好地认识到,随着建筑结构主体的不断上升,避免了传统安全通道的反复拆装,降低了在高空安装安全通道的风险。The power lifting device of this device is connected in parallel with the built-in main electrical control system of the tower crane climbing frame to realize synchronous lifting, lowering or separate lifting with the climbing frame, avoiding extra working time for workers, and it can also be well realized that as the building structure The continuous rise of the main body avoids the repeated disassembly and assembly of traditional safety passages, and reduces the risk of installing safety passages at high altitudes.

本发明具有提升高度高的特点:导轨式塔吊通道具有全电机操作平台,提升高度更高,故障率低:先进的液压系统加上良好的控制方式,导轨式升降机运行故障率可将至最低。适用性强:导轨式塔吊通道可以用于结构面比较复杂的楼面、顶层高度不能达到要求的场合等比较难解决的狭小空间。结构坚固,承载量大,升降平稳,安装维护简单方便。造价低:土建成本低,性价比高,是经济实用的低楼层间替代塔吊通道的理想货物输送设备。耗电量少:液压升降机下行时,靠自重产生的压力驱动,大幅度节能等相对于传统式塔吊通道更有优势。The invention has the characteristics of high lifting height: the guide rail type tower crane channel has an all-motor operating platform, the lifting height is higher, and the failure rate is low: the advanced hydraulic system and good control mode can reduce the failure rate of the guide rail type elevator to the lowest. Strong applicability: The guide rail tower crane channel can be used in narrow spaces that are difficult to solve, such as floors with complex structural surfaces and occasions where the height of the top floor cannot meet the requirements. The structure is firm, the load capacity is large, the lifting is stable, and the installation and maintenance are simple and convenient. Low construction cost: low civil construction cost and high cost performance, it is an economical and practical ideal cargo transportation equipment for replacing tower crane passages between low floors. Less power consumption: when the hydraulic lift goes down, it is driven by the pressure generated by its own weight, and it has more advantages than traditional tower crane passages, such as substantial energy saving.

可就地取材,按拆方便快捷,材料可周转使用,安拆简单、施工方便、易操作,可采用多种模数调节,可达到适用各种高度的楼层,使用此定型化导轨自升式塔吊通道体系有效的增加了搭设的稳定性。It can obtain local materials, convenient and quick to disassemble, and the materials can be used repeatedly. It is simple to install and disassemble, convenient to construct, and easy to operate. It can be adjusted with various modules and can reach floors suitable for various heights. Using this stereotyped guide rail self-elevating type The tower crane channel system effectively increases the stability of the erection.

采用的是组合式结构,使用的定型化钢板和双角钢均采用膨胀螺丝连接,安拆方便,合叶采用定型化尺寸,根据楼层高度跟随爬架提升上升,节约成本,人工,提高安全性及工作效率。It adopts a combined structure, and the stereotyped steel plates and double-angle steels used are connected by expansion screws, which are convenient for installation and disassembly. The hinges adopt stereotyped sizes, and follow the climbing frame to rise according to the floor height, saving costs and labor, and improving safety and security. work efficiency.

本发明有效的解决了搭设复杂,工人操作繁琐,需要搭设场地较大。施工人员施工时安全系数较低,无法搭设面积过大,稳定性差等多种问题。The present invention effectively solves the problems of complex erection, cumbersome operation of workers and large erection site. The safety factor of the construction personnel is low during construction, and the construction area cannot be too large, and the stability is poor and many other problems.

该工具和方法的具体实施例的使用步骤:The usage steps of the concrete embodiment of this tool and method:

步骤一:组合式定型化导轨自升式塔吊通道的加工制作:定型化导轨自升式塔吊通道采用2000mm*2000mm定型化钢板作为底板,底板上采用3300mm*1500m定型化钢板围成,左右护栏及前护栏的材质:60*60*3方管,40*40*3方管,面板采用0.7mm冷轧钢板,本发明采用模块化钢板拼接装置,包括承重底板、左右护栏,固定板、通孔;承重底板四周外的垂直方向上延伸有固定板,且固定板上设有用于固定工字钢梁的通孔,承重底板与左右护栏、固定板及其通孔形成环裹体,使用螺栓连接,减少焊接,且多个环裹体能够相互拼装成一个完整的拼接件。Step 1: Processing and production of the combined stereotyped guide rail self-elevating tower crane channel: the stereotyped guide rail self-elevating tower crane channel uses 2000mm*2000mm shaped steel plates as the bottom plate, and the bottom plate is surrounded by 3300mm*1500m shaped steel plates, left and right guardrails and The material of the front guardrail: 60*60*3 square tube, 40*40*3 square tube, the panel is made of 0.7mm cold-rolled steel plate, and the present invention adopts a modular steel plate splicing device, including load-bearing bottom plate, left and right guardrails, fixed plate, through hole ; There is a fixed plate extending in the vertical direction outside the periphery of the load-bearing base plate, and the fixed plate is provided with through holes for fixing the I-beams. , reducing welding, and multiple ring inclusions can be assembled into a complete splicing piece.

步骤二:模块化组合的上人通道为可伸缩式的,以满足不同施工楼体需求,实现组装拆卸可周转。可伸缩式工字钢包括外置槽和内置槽,外置槽和内置槽均包括两个壁板和一个底板,壁板的底端和底板连接,外置槽的壁板和底板均为空腔板且空腔板的一端开口,外置槽的壁板外壁面上设置有卡扣件,内置槽的壁板外壁面上设置有多个卡槽,外置槽和内置槽之间插接连接,并通过卡扣和卡槽卡扣固定。利用工字梁凹槽为导轨,槽钢或方管插设在工字梁凹槽中做成可伸缩式的通道底板,在工字梁以及伸出的槽钢或方管上组装栏杆。根据楼梯休息平台面至楼面的高差确定竖向支撑工字的切割高度;在竖向支撑工字钢的顶部和底部均固定连接柱;将悬挑工字钢一端固定在楼梯休息平台上,另一端搭竖向支撑工字钢上;根据竖向支撑工字钢分别与楼体间两侧墙体之间的距离选择长度适配的水平工字钢;将水平工字钢一侧固定在竖向支撑工字钢的外侧,水平工字钢的另一侧固定在楼体间两侧的墙体上。在楼体内增加固定件,采用钢管围成四周,用卡扣与钢管固定,固定在楼内,上方也采用相同办法固定,楼体内工字梁与上人通道工字梁利用重贴段进行螺栓连接(可拆卸组装),楼体内工字梁的作用是协助爬架支撑上人通道;通过支架体(上顶下支)将楼体内工字梁端部螺栓固定,不在楼体上钻孔,支架体可拆卸随爬架或施工电梯向更高楼层运送。支架体与楼体内工字梁连接部位高度可调,以适应不同楼体边沿凸台高度的影响。Step 2: The access passages of the modular combination are scalable to meet the needs of different construction buildings and realize the turnaround of assembly and disassembly. The retractable I-beam includes an external groove and a built-in groove. Both the external groove and the built-in groove include two wall plates and a bottom plate. The bottom end of the wall plate is connected to the bottom plate. The cavity plate and one end of the cavity plate are open, the outer wall surface of the wall plate of the external groove is provided with buckles, and the outer wall surface of the wall plate of the built-in groove is provided with a plurality of card slots, and the external groove and the built-in groove are plugged Connected and fixed by the buckle and the buckle of the slot. Utilizing the I-beam groove as the guide rail, channel steel or square tubes are inserted in the I-beam groove to form a telescopic passage floor, and railings are assembled on the I-beam and the protruding channel steel or square tube. Determine the cutting height of the vertical support I-beam according to the height difference from the stair rest platform to the floor; fix the connecting columns at the top and bottom of the vertical support I-beam; fix one end of the cantilevered I-beam on the stair rest platform , and the other end is placed on the vertical support I-beam; according to the distance between the vertical support I-beam and the walls on both sides of the building body, select the horizontal I-beam with suitable length; fix one side of the horizontal I-beam On the outer side of the vertical support I-beam, the other side of the horizontal I-beam is fixed on the walls on both sides of the building. Add fixing parts to the building body, use steel pipes to surround it, fix it with buckles and steel pipes, and fix it inside the building, and use the same method to fix it above. Connection (detachable assembly), the function of the I-beam in the building is to assist the climbing frame to support the passageway; the end of the I-beam in the building is fixed by the bracket body (upper and lower branches), and no holes are drilled on the building. The support body can be disassembled and transported to higher floors along with the climbing frame or the construction elevator. The height of the connecting part between the support body and the I-beam in the building body can be adjusted to adapt to the influence of the height of the edge bosses of different buildings.

步骤三:可根据现场情况选择,确定导轨自升式塔吊通道安装的位置,根据楼层的高度及爬架开口大小,选择导轨自升式塔吊通道。导轨自升式塔吊通道跟随爬架提升,有效的缩短工期,周转使用节约成本,保证了工人在楼层施工中的安全。组合式定型化导轨自升式塔吊通道安拆简单、施工方便、易操作,可采用多种模数调节,可达到适用各种高度的楼层,有效的解决了施工人员上下楼层及塔吊的困难。Step 3: You can choose according to the site conditions, determine the installation position of the self-elevating tower crane channel with guide rail, and select the self-elevating tower crane channel with guide rail according to the height of the floor and the opening size of the climbing frame. The guide rail self-elevating tower crane channel follows the climbing frame, which effectively shortens the construction period, saves costs for turnover, and ensures the safety of workers in floor construction. The self-elevating tower crane channel with combined stereotyped guide rails is simple to install and dismantle, convenient to construct, and easy to operate. It can be adjusted with various modules and can reach floors suitable for various heights, which effectively solves the difficulties for construction workers to go up and down floors and tower cranes.

对于实施例公开的装置和使用方法而言,由于其与实施例公开的方法相对应,所以描述的比较简单,相关之处参见方法部分说明即可。As for the device and the method of use disclosed in the embodiment, since it corresponds to the method disclosed in the embodiment, the description is relatively simple, and for the related parts, please refer to the description of the method part.

对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本发明。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本发明的精神或范围情况下,在其它实施例中实现。因此,本发明将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (8)

1. The utility model provides a regularization guide rail jack-up tower crane access device which characterized in that includes:
the climbing frame is detachably connected with the outer vertical surface of the construction building, and a plurality of layers of walkway plates are arranged on the climbing frame corresponding to different floors;
the base rail frame is horizontally detachably connected to the walkway plate, an expansion bracket is slidably connected to the outer side of the base rail frame, guardrails are fixedly connected to two sides of the expansion bracket, and an expansion end of the expansion bracket is far away from the outer vertical surface of the construction building and is in clearance with a tower crane;
the shaping channel plate is provided with a plurality of blocks and can be detachably spliced on the base rail frame and the telescopic frame, the shaping channel plate and guardrails on two sides of the shaping channel plate form a manned channel, and the manned channel follows the climbing frame to lift.
2. The sizing guide rail self-elevating tower crane channel device according to claim 1, wherein the other end of the base rail frame extends to a floor slab, a plurality of vertical rods are detachably connected to the floor slab, a pressure stabilizing frame is fixedly connected to the vertical rods, and the pressure stabilizing frame is connected above the other end of the base rail frame.
3. The sizing guide rail self-elevating tower crane channel device according to claim 1, wherein a prefabricated steel plate is detachably connected to the guardrail.
4. The sizing guide rail self-elevating tower crane channel device according to claim 1, wherein the base rail frame comprises two and two I-shaped steels and a plurality of supporting rods which are arranged in parallel in groups, the supporting rods are fixed between the two I-shaped steels at parallel intervals, and a sizing channel plate is laid on the supporting rods.
5. The sizing guide rail jack-up tower crane passageway device according to claim 4, wherein the groove on the outside of the I-steel forms a guide rail groove, the expansion bracket is provided with a first sliding section and a second sliding section, the first sliding section is slidably connected in the guide rail groove, the second sliding section is slidably connected with the first sliding section, the first sliding section and the second sliding section are vertically connected with the guardrail, the first sliding section and the second sliding section are respectively provided with a buckle for limiting the axial sliding position of the first sliding section and the second sliding section, the I-steel is provided with a clamping groove, and the buckle and the corresponding clamping groove are matched and clamped to limit the telescopic length of the first sliding section and the second sliding section.
6. The sizing guide rail jack-up tower crane channel device according to claim 5, wherein the end of the second slip section far from the first slip section is fixedly connected with a plurality of bearing rods.
7. The device of claim 1, wherein the climbing frame comprises an anti-falling guide seat, a guide rail, a truss, an electric hoist, a guide chain, an upper hanging seat and a control box, the anti-falling guide seat is fixedly connected to the outer vertical surface of the construction building, the guide rail is slidably connected to the anti-falling guide seat, the truss is fixedly connected to the guide rail and is located outside the construction building, the electric hoist is installed on the truss, the upper hanging seat is fixedly connected to the outer vertical surface of the construction building and is connected to a transmission chain of the electric hoist, and the control box is connected to the truss and is electrically connected to the electric hoist.
8. The device of claim 7, wherein the fall-preventing guide rail and the self-elevating tower crane passage are movably connected to a support arm, the support arm swings at a certain angle, a plurality of limit pins are arranged on the guide rail and at axial intervals corresponding to the guide rail, and the support arm can be connected to the limit pins in a clamping manner to limit the guide rail to fall down.
CN202211608687.8A 2022-12-14 2022-12-14 Self-elevating tower crane channel device with shaped guide rail Pending CN115807533A (en)

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