CN107268971A - Double self-lifting type climbing frame of super high-rise building and application method - Google Patents
Double self-lifting type climbing frame of super high-rise building and application method Download PDFInfo
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- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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- E—FIXED CONSTRUCTIONS
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
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- E04G5/00—Component parts or accessories for scaffolds
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- E—FIXED CONSTRUCTIONS
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
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Abstract
一种超高层建筑物的双重自提升式外爬架及应用方法,包括第一道外爬架和第二道外爬架,第一道外爬架位于第二道外爬架的上方,第一道外爬架和第二道外爬架均包括爬架系统、支撑系统和爬升系统,爬架系统通过支撑系统附着在超高层建筑物外围,并通过爬升系统向上爬升;爬架系统包括主框架和设在主框架内部的龙骨板和刚性支架;爬升系统包括设于外排竖龙骨外侧的导轨和电动葫芦;支撑系统包括固定在楼板上的悬挑梁,悬挑梁的悬挑端与导轨固定,悬挑端与导轨之间设有可调斜撑。本发明具有安全、适用等特点,有很好的推广和实用价值,广泛的推广应用后会产生良好的经济效益。
A double self-elevating external climbing frame for a super high-rise building and its application method, comprising a first external climbing frame and a second external climbing frame, the first external climbing frame is located above the second external climbing frame, and the first external climbing frame Both the outer climbing frame and the second outer climbing frame include a climbing frame system, a support system and a climbing system. The keel plate and rigid support inside the main frame; the climbing system includes guide rails and electric hoists located outside the outer row of vertical keels; the support system includes cantilever beams fixed on the floor, and the cantilever ends of the cantilever beams are fixed to the guide rails. An adjustable diagonal brace is provided between the cantilevered end and the guide rail. The invention has the characteristics of safety, applicability, etc., has good popularization and practical value, and can produce good economic benefits after extensive popularization and application.
Description
技术领域technical field
本发明涉及超高层建筑物施工领域,尤其涉及一种超高层建筑物的双重自提升式外爬架及应用方法。The invention relates to the construction field of super high-rise buildings, in particular to a double self-elevating external climbing frame of super high-rise buildings and an application method thereof.
背景技术Background technique
目前超高层建筑外架多采用整体提升式爬架和悬挑钢管架两种方式,用于建筑外墙装修,采用悬挑钢管架,利用工字钢分段悬挑钢管脚手架,优点是建筑外立面全防护,操作界面时间长,但是缺点是:1、安拆需耗费大量人工及材料;2、拆除需自上而下进行,需要塔吊配合吊运材料;3、塔吊闲置时间长;At present, the outer frame of super high-rise buildings mostly adopts two methods of integral lifting climbing frame and cantilevered steel pipe frame, which are used for building exterior wall decoration. The facade is fully protected and the operation interface takes a long time, but the disadvantages are: 1. The installation and disassembly need to consume a lot of labor and materials; 2. The demolition needs to be carried out from top to bottom, and the tower crane is required to cooperate with lifting materials; 3. The tower crane idles for a long time;
采用爬架,利用整体提升式爬架,优点是:一次拼装整体提升,但是缺点是:1、封顶后拆除需要塔吊配合,空中解体;2、外立面装饰装修修需采用吊篮等其他方式。Using the climbing frame and using the overall lifting climbing frame has the advantages of: one-time assembly and overall upgrading, but the disadvantages are: 1. After the roof is capped, the demolition requires the cooperation of the tower crane and disintegration in the air; 2. Other methods such as hanging baskets are required for the decoration of the facade. .
发明内容Contents of the invention
本发明的目的是提供一种超高层建筑物的双重自提升式外爬架及应用方法,要解决现有技术拆卸困难的技术问题;并解决现有技术单重爬架施工进度慢的问题。The purpose of the present invention is to provide a double self-elevating external climbing frame of a super high-rise building and an application method, to solve the technical problem of difficult disassembly in the prior art; and to solve the problem of slow construction progress of the single climbing frame in the prior art.
为实现上述目的,本发明采用如下技术方案:To achieve the above object, the present invention adopts the following technical solutions:
一种超高层建筑物的双重自提升式外爬架,其特征在于:包括第一道外爬架和第二道外爬架,所述第一道外爬架位于第二道外爬架的上方,所述第一道外爬架和第二道外爬架均包括爬架系统、支撑系统和爬升系统,所述爬架系统通过支撑系统附着在超高层建筑物外围,并通过爬升系统向上爬升;A double self-elevating external climbing frame for a super high-rise building is characterized in that it includes a first external climbing frame and a second external climbing frame, the first external climbing frame is located above the second external climbing frame, Both the first outer climbing frame and the second outer climbing frame include a climbing frame system, a support system and a climbing system, and the climbing frame system is attached to the periphery of a super high-rise building through a support system, and climbs upwards through a climbing system;
所述爬架系统包括主框架和设在主框架内部的龙骨板和刚性支架,所述主框架包括内排竖龙骨和外排竖龙骨,所述龙骨板和刚性支架竖向间隔设于内排竖龙骨和外排竖龙骨之间;The climbing frame system includes a main frame and keel plates and rigid supports arranged inside the main frame. Between the vertical keel and the outer row of vertical keels;
所述爬升系统包括设于外排竖龙骨外侧的导轨和电动葫芦,还包括设有电动葫芦上吊点的上承重梁和设有电动葫芦下吊点的下承重梁,所述电动葫芦同时固定在上承重梁和下承重梁上;The climbing system includes a guide rail and an electric hoist arranged outside the vertical keel of the outer row, and also includes an upper load-bearing beam with an electric hoist lifting point and a lower load-bearing beam with an electric hoist lowering point, and the electric hoist is fixed on the On the upper load-bearing beam and the lower load-bearing beam;
所述支撑系统包括固定在楼板上的悬挑梁,所述悬挑梁的悬挑端与导轨固定,所述悬挑端与导轨之间设有可调斜撑;The support system includes a cantilevered beam fixed on the floor, the cantilevered end of the cantilevered beam is fixed to the guide rail, and an adjustable brace is arranged between the cantilevered end and the guide rail;
所述爬升系统的上承重梁和下承重梁水平设在内排竖龙骨和外排竖龙骨之间,内排竖龙骨与导轨连接,由此,所述爬架系统、支撑系统和爬升系统三者连接固定。The upper load-bearing beam and the lower load-bearing beam of the climbing system are horizontally arranged between the inner row of vertical keels and the outer row of vertical keels, and the inner row of vertical keels are connected with the guide rails, thus, the climbing frame system, the support system and the climbing system are three Or the connection is fixed.
进一步优选地,所述第一道外爬架防护高度四层半,所述第二道外爬架防护高度三层半。Further preferably, the protection height of the first outer climbing frame is four and a half floors, and the protection height of the second outer climbing frame is three and a half floors.
进一步地,所述第一道外爬架自上而下依次设有五步龙骨板,第二道外爬架自上而下依次设有四步龙骨板,所述龙骨板与每层楼板对应设置,所述龙骨板上设有翻板,所述翻板另一端盖设在楼板上。Further, the first outer climbing frame is provided with five-step keel boards sequentially from top to bottom, and the second outer climbing frame is provided with four-step keel boards sequentially from top to bottom, and the keel boards are arranged correspondingly to each floor , the keel plate is provided with a flap, and the other end cover of the flap is arranged on the floor.
此外,所述上承重梁和下承重梁设于自下而上数起的第一步龙骨板和第三步龙骨板之间。In addition, the upper load-bearing beam and the lower load-bearing beam are arranged between the first step keel board and the third step keel board counted from bottom to top.
更加优选地,所述悬挑梁通过高强螺栓与楼板固定。More preferably, the cantilever beam is fixed to the floor by high-strength bolts.
一种超高层建筑物的双重自提升式外爬架的应用方法,其特征在于,包括以下步骤:An application method of a double self-elevating external climbing frame of a super high-rise building is characterized in that it comprises the following steps:
步骤一,拼装第一道外爬架:在超高层建筑物主体外围拼装第一道外爬架,并跟着主体施工进度向上提升,第一道外爬架向上提升的过程不封堵楼板上用于高强螺栓穿过的预留孔;Step 1: Assemble the first outer climbing frame: Assemble the first outer climbing frame around the main body of the super high-rise building, and lift it up following the construction progress of the main body. The first outer climbing frame will not block the floor during the upward lifting process. Reserved holes for high-strength bolts to pass through;
步骤二,拼装第二道外爬架:利用第一道外爬架留下的未封堵的预留孔拼装第二道外爬架,并利用第二道外爬架对超高层建筑物主体结构进行装修,相应地,不封堵用于高强螺栓穿过的预留孔,同时第一道外爬架继续向上施工超高层建筑物主体结构;Step 2, assemble the second outer climbing frame: use the unblocked reserved holes left by the first outer climbing frame to assemble the second outer climbing frame, and use the second outer climbing frame to decorate the main structure of the super high-rise building , correspondingly, do not block the reserved holes for high-strength bolts to pass through, and at the same time, the first outer climbing frame continues to construct the main structure of super high-rise buildings;
步骤三,降下第一道外爬架和第二道外爬架:待超高层建筑物主体结构封顶后,第一道外爬架开始下降并利用其装修超高层建筑物主体结构,直至与第二道外爬架会和,此时超高层建筑物主体结构装修完毕,双重自提升式外爬架利用预留孔一起向下降,下降的同时封堵已通过的预留孔;Step 3: Lower the first outer climbing frame and the second outer climbing frame: After the main structure of the super high-rise building is capped, the first outer climbing frame begins to descend and use it to decorate the main structure of the super high-rise building until it is in line with the second The climbing frame outside the road will meet. At this time, the main structure of the super high-rise building has been decorated, and the double self-elevating external climbing frame will use the reserved holes to descend together, and block the reserved holes that have passed through while descending;
步骤四,拆除双重自提升式外爬架:待双重自提升式外爬架下降至裙楼面时,采用人工配合汽车吊拆除,至此,利用本发明一种超高层建筑物的双重自提升式外爬架对超高层建筑物主体结构施工完毕。Step 4, remove the double self-elevating external climbing frame: when the double self-elevating external climbing frame descends to the podium floor, use manual cooperation with the truck crane to remove it. The construction of the main structure of the super high-rise building by the external climbing frame is completed.
与现有技术相比本发明具有以下特点和有益效果:Compared with the prior art, the present invention has the following characteristics and beneficial effects:
1、本发明同时采用两套外爬架进行施工,同时满足主体施工与装修需求,实现了工序的交叉与流水工作,装修阶段两套外爬架同时用于装修,分别从建筑物上下同时向中间靠拢,同时提供了两个装修作业段,缩短工期,加快施工效率。1. The present invention uses two sets of external climbing frames for construction at the same time, which meets the needs of main body construction and decoration at the same time, and realizes the intersecting and flowing work of the process. In the decoration stage, two sets of external climbing frames are used for decoration at the same time, from the top and bottom of the building to the building at the same time. The middle is close, and two decoration operation sections are provided at the same time, which shortens the construction period and speeds up the construction efficiency.
2、两套外爬架自行降至裙楼上进行拆除,避免了传统方法采用塔吊高空解体拆除的弊端,避免了高空作业,为工作人员提供了安全保障,外爬架拆除可以采用人工配合小型吊车拆除,避免了传统方案中塔吊闲置、等待拆除的弊端,塔吊可以提前拆除,缩短了塔吊的使用时间,节约了项目成本。2. The two sets of external climbing frames are lowered to the podium for dismantling by themselves, which avoids the disadvantages of dismantling and dismantling by tower cranes in the traditional method, avoids high-altitude operations, and provides safety guarantee for the staff. The external climbing frames can be removed manually with small The removal of the crane avoids the disadvantages of the tower crane being idle and waiting for removal in the traditional solution. The tower crane can be removed in advance, which shortens the use time of the tower crane and saves the project cost.
3、两套外爬架爬升、下降过程中共用预留孔洞及其他可重复利用的预埋件,避免了结构重复开洞与预埋件的浪费。3. The two sets of external climbing frames share the reserved holes and other reusable embedded parts during the climbing and descending process, which avoids the waste of repeated openings in the structure and embedded parts.
本发明具有安全、适用等特点,有很好的推广和实用价值,广泛的推广应用后会产生良好的经济效益。The invention has the characteristics of safety and applicability, has good popularization and practical value, and can produce good economic benefits after being widely popularized and applied.
附图说明Description of drawings
图1为本发明涉及的第一道外爬架的结构示意图;Fig. 1 is the structural representation of the first outer climbing frame involved in the present invention;
图2图1A部的放大结构示意图;Figure 2 is a schematic diagram of the enlarged structure of part A of Figure 1;
图3为本发明涉及的第二道外爬架的结构示意图;Fig. 3 is the structural representation of the second outer climbing frame involved in the present invention;
图4为采用本发明施工超高层建筑的具体的施工流程图。Fig. 4 is the concrete construction flowchart that adopts the present invention to construct super high-rise building.
附图标记:1-第一道外爬架;2-第二道外爬架;3-楼板;4-龙骨板;5-刚性支架;6-内排竖龙骨;7-外排竖龙骨;8-导轨;9-电动葫芦;10-上承重梁;11-下承重梁;12-可调斜撑;13-悬挑梁;14-翻板;15-高强螺栓。Reference signs: 1-first outer climbing frame; 2-second outer climbing frame; 3-floor; 4-keel plate; 5-rigid support; 6-inner vertical keel; 7-outer vertical keel; 8 - guide rail; 9- electric hoist; 10- upper load-bearing beam; 11- lower load-bearing beam; 12- adjustable diagonal brace; 13- cantilever beam;
具体实施方式detailed description
为使本发明实现的技术手段、创新特征、达成目的与功效易于明白了解,下面对本发明进一步说明。In order to make the technical means, innovative features, goals and effects achieved by the present invention easy to understand, the present invention will be further described below.
在此记载的实施例为本发明的特定的具体实施方式,用于说明本发明的构思,均是解释性和示例性的,不应解释为对本发明实施方式及本发明范围的限制。除在此记载的实施例外,本领域技术人员还能够基于本申请权利要求书和说明书所公开的内容采用显而易见的其它技术方案,这些技术方案包括采用对在此记载的实施例的做出任何显而易见的替换和修改的技术方案。The examples described here are specific specific implementations of the present invention, and are used to illustrate the concept of the present invention. They are all explanatory and exemplary, and should not be construed as limiting the implementation of the present invention and the scope of the present invention. In addition to the embodiments described here, those skilled in the art can also adopt other obvious technical solutions based on the claims of the application and the contents disclosed in the description, and these technical solutions include adopting any obvious changes made to the embodiments described here. Replacement and modified technical solutions.
一种超高层建筑物的双重自提升式外爬架,其特征在于:包括如图1所示的第一道外爬架1和如图3所示的第二道外爬架2,第一道外爬架1位于第二道外爬架2的上方,第一道外爬架1和第二道外爬架2均包括爬架系统、支撑系统和爬升系统,爬架系统通过支撑系统附着在超高层建筑物外围,并通过爬升系统向上爬升;A double self-elevating external climbing frame of a super high-rise building is characterized in that: it comprises a first external climbing frame 1 as shown in Figure 1 and a second external climbing frame 2 as shown in Figure 3, the first external climbing frame The outer climbing frame 1 is located above the second outer climbing frame 2. Both the first outer climbing frame 1 and the second outer climbing frame 2 include a climbing frame system, a support system and a climbing system. The climbing frame system is attached to the super high-rise through the support system. outside the building and climb up through the climbing system;
爬架系统包括主框架和设在主框架内部的龙骨板4和刚性支架5,主框架包括内排竖龙骨6和外排竖龙骨7,龙骨板4和刚性支架5竖向间隔设于内排竖龙骨6和外排竖龙骨7之间;The climbing frame system includes the main frame and the keel board 4 and the rigid support 5 arranged inside the main frame. The main frame includes the vertical keel 6 in the inner row and the vertical keel 7 in the outer row. Between the vertical keel 6 and the outer vertical keel 7;
爬升系统包括设于外排竖龙骨7外侧的导轨8和电动葫芦9,还包括设有电动葫芦9上吊点的上承重梁10和设有电动葫芦9下吊点的下承重梁11,电动葫芦9同时固定在上承重梁10和下承重梁11上;The climbing system includes a guide rail 8 and an electric hoist 9 arranged on the outer side of the vertical keel 7 of the outer row, and also includes an upper load-bearing beam 10 with a lifting point for the electric hoist 9 and a lower load-bearing beam 11 with a lower point for the electric hoist 9, and the electric hoist 9 are fixed on the upper load-bearing beam 10 and the lower load-bearing beam 11 at the same time;
如图2所示,支撑系统包括固定在楼板3上的悬挑梁13,悬挑梁13通过高强螺栓15与楼板3固定。悬挑梁13的悬挑端与导轨8固定,所述悬挑端与导轨8之间设有可调斜撑12;爬升系统的上承重梁10和下承重梁11水平设在内排竖龙骨6和外排竖龙骨7之间,内排竖龙骨6与导轨8连接,由此,所述爬架系统、支撑系统和爬升系统三者连接固定。As shown in FIG. 2 , the support system includes a cantilever beam 13 fixed on the floor 3 , and the cantilever beam 13 is fixed to the floor 3 through high-strength bolts 15 . The cantilever end of the cantilever beam 13 is fixed to the guide rail 8, and an adjustable diagonal brace 12 is arranged between the cantilever end and the guide rail 8; the upper load-bearing beam 10 and the lower load-bearing beam 11 of the climbing system are horizontally arranged on the inner row of vertical keels 6 and the outer row vertical keel 7, the inner row vertical keel 6 is connected with the guide rail 8, thus, the climbing frame system, the support system and the climbing system are connected and fixed.
优选地,第一道外爬架1防护高度四层半,第二道外爬架2防护高度三层半,第一道外爬架1自上而下依次设有五步龙骨板4,第二道外爬架2自上而下依次设有四步龙骨板4,龙骨板4与每层楼板3对应设置,龙骨板4上设有翻板14,翻板14另一端盖设在楼板3上。上承重梁10和下承重梁11设于自下而上数起的第一步龙骨板4和第三步龙骨板4之间。Preferably, the protection height of the first outer climbing frame 1 is four and a half floors, and the second outer climbing frame 2 is three and a half floors in height. The climbing frame 2 outside the road is provided with four-step keel boards 4 successively from top to bottom, and the keel boards 4 are correspondingly arranged with each floor slab 3 . The upper load-bearing beam 10 and the lower load-bearing beam 11 are arranged between the first step keel board 4 and the third step keel board 4 counted from bottom to top.
一种超高层建筑物的双重自提升式外爬架的应用方法,如图4所示,包括以下步骤:A kind of application method of the double self-elevating type external climbing frame of super high-rise building, as shown in Figure 4, comprises the following steps:
步骤一,拼装第一道外爬架1:在超高层建筑物主体外围拼装第一道外爬架1,并跟着主体施工进度向上提升,第一道外爬架1向上提升的过程不封堵楼板3上用于高强螺栓15穿过的预留孔,相应地,楼板3上预埋的预埋件也不封堵;Step 1: Assemble the first outer climbing frame 1: Assemble the first outer climbing frame 1 around the main body of the super high-rise building, and lift it up following the construction progress of the main body. The upward lifting process of the first outer climbing frame 1 is not blocked The reserved holes on the floor 3 for high-strength bolts 15 to pass through, correspondingly, the pre-embedded parts on the floor 3 are not blocked;
步骤二,拼装第二道外爬架2:利用第一道外爬架1留下的未封堵的预留孔拼装第二道外爬架2,并利用第二道外爬架2对超高层建筑物主体结构进行装修,相应地,不封堵用于高强螺栓15穿过的预留孔,相应地,楼板3上预埋的预埋件也不封堵;同时第一道外爬架1继续向上施工超高层建筑物主体结构;Step 2, assemble the second outer climbing frame 2: use the unblocked reserved holes left by the first outer climbing frame 1 to assemble the second outer climbing frame 2, and use the second outer climbing frame 2 to pair with super high-rise buildings The main structure is decorated. Correspondingly, the reserved holes for high-strength bolts 15 to pass through are not blocked. Correspondingly, the pre-embedded parts on the floor 3 are not blocked; at the same time, the first outer climbing frame 1 continues upward Construction of the main structure of super high-rise buildings;
步骤三,降下第一道外爬架1和第二道外爬架2:待超高层建筑物主体结构封顶后,第一道外爬架1开始下降并利用其装修超高层建筑物主体结构,直至与第二道外爬架2会和,此时超高层建筑物主体结构装修完毕,双重自提升式外爬架利用预留孔一起向下降,下降的同时封堵已通过的预留孔和预埋件;Step 3: Lower the first outer climbing frame 1 and the second outer climbing frame 2: After the main structure of the super high-rise building is capped, the first outer climbing frame 1 begins to descend and use it to decorate the main structure of the super high-rise building until Meet with the second external climbing frame 2. At this time, the main structure of the super high-rise building has been decorated. The double self-elevating external climbing frame uses the reserved holes to descend together, and at the same time, the reserved holes and pre-embedded pieces;
步骤四,拆除双重自提升式外爬架:待双重自提升式外爬架下降至裙楼面时,采用人工配合汽车吊拆除,至此,利用本发明一种超高层建筑物的双重自提升式外爬架对超高层建筑物主体结构施工完毕。Step 4, remove the double self-elevating external climbing frame: when the double self-elevating external climbing frame descends to the podium floor, use manual cooperation with the truck crane to remove it. The construction of the main structure of the super high-rise building by the external climbing frame is completed.
本发明涉及的第二种实施方式如下:The second embodiment that the present invention relates to is as follows:
第一套外爬架到顶后,停在顶上做屋面结构,第二套外爬架上升过程中做外墙的砌筑抹灰,一直到顶,然后第二套外爬架下降到一半高度,和依然在顶部施工的第一套外爬架同时开始下降做外墙装修,每套外爬架负责一半高度,第一套外爬架到底后拆除,第二套外爬架下降到一半时,也完成施工任务,再沿预留位置下降到底进行拆除。After the first set of climbing frames reach the top, they stop on the top to make the roof structure. During the ascent of the second set of climbing frames, they do the masonry and plastering of the exterior walls until reaching the top, and then the second set of climbing frames descend to half the height. At the same time as the first set of external climbing frames still under construction on the top, it began to descend for exterior wall decoration. Each set of external climbing frames was responsible for half the height. The first set of external climbing frames was removed after reaching the bottom. Also complete the construction task, and then descend to the end along the reserved position for demolition.
以上所述仅为本发明的较佳实施例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection of the present invention. within range.
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