CN106276631A - A kind of roofing device for hoisting and crane and the method for dismounting of crane arm - Google Patents
A kind of roofing device for hoisting and crane and the method for dismounting of crane arm Download PDFInfo
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- CN106276631A CN106276631A CN201610864784.1A CN201610864784A CN106276631A CN 106276631 A CN106276631 A CN 106276631A CN 201610864784 A CN201610864784 A CN 201610864784A CN 106276631 A CN106276631 A CN 106276631A
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- 238000000034 method Methods 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- 230000000149 penetrating effect Effects 0.000 claims abstract description 6
- 230000009194 climbing Effects 0.000 claims description 17
- 239000000725 suspension Substances 0.000 claims description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 2
- 238000009408 flooring Methods 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 230000005484 gravity Effects 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
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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
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/20—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
- B66C23/205—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures for use on top of roofs
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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
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/26—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
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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
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
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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
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
- B66C23/64—Jibs
- B66C23/70—Jibs constructed of sections adapted to be assembled to form jibs or various lengths
- B66C23/701—Jibs constructed of sections adapted to be assembled to form jibs or various lengths telescopic
- B66C23/703—Jibs constructed of sections adapted to be assembled to form jibs or various lengths telescopic telescoped by flexible elements, e.g. cables, chains or bands
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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
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
- B66C23/84—Slewing gear
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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
- B66C2700/00—Cranes
- B66C2700/03—Cranes with arms or jibs; Multiple cranes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C2700/00—Cranes
- B66C2700/03—Cranes with arms or jibs; Multiple cranes
- B66C2700/0392—Movement of the crane arm; Coupling of the crane arm with the counterweights; Safety devices for the movement of the arm
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Transportation (AREA)
- Civil Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Jib Cranes (AREA)
Abstract
本发明公开一种屋面吊装置和起重机和起重臂的拆卸方法,为了更好地固定住屋面吊装置,本发明将屋面吊底座上的基础钢梁通过穿透屋顶的梁板的紧固螺栓固定,且设置有平行的压板将基础钢梁与梁板夹持固定,以减小屋面吊上承载有重力时的稳固性,使之运动更平稳,且利用这种屋面吊装置,在塔吊与屋顶的接触交叉的位置安装一个地滑轮,通过将安装在塔吊自身的起升钢丝绳穿过该地滑轮以及起重臂,以将起重臂保持平衡,并在屋面吊上的吊钩的牵引下,平稳、快速地拆卸起重臂,这种方式尤其适合超长起重臂的拆卸,且起重臂拆卸后,再利用该屋面吊装置对塔吊的平衡臂、配重、塔帽、回转总成、顶升套架总成及标准节依次进行拆卸,拆卸过程简单,且拆卸平稳。
The invention discloses a roof hanging device and a method for disassembling a crane and a boom. In order to better fix the roof hanging device, the invention passes the basic steel beam on the roof hanging base through the fastening bolts of the girder plate penetrating the roof Fixed, and a parallel pressure plate is set to clamp and fix the foundation steel beam and the beam plate, so as to reduce the stability when the roof crane is loaded with gravity and make it move more smoothly. A floor pulley is installed at the contact intersection of the roof, and the lifting wire rope installed on the tower crane itself passes through the floor pulley and the boom to keep the boom in balance, and is pulled by the hook on the roof crane. , to disassemble the boom smoothly and quickly. This method is especially suitable for the disassembly of the super-long boom. After the boom is disassembled, the roof crane device can be used to adjust the balance The assembly, jacking frame assembly and standard section are disassembled in sequence, the disassembly process is simple and smooth.
Description
技术领域technical field
本发明涉及塔吊技术领域,尤其涉及一种屋面吊装置和起重机和起重臂的拆卸方法。The invention relates to the technical field of tower cranes, in particular to a roof crane device and a method for disassembling a crane and a boom.
背景技术Background technique
随着现代化建设的迅猛发展,超高层建筑越来越多,整栋高度可达600米,且建筑物楼层面积偏小。超高层建筑施工中应用的塔式起重机(简称塔吊)一般多为内爬式。内爬式塔式起重机安装必须依附建筑物之间或核心筒进行固定和升高。当塔式起重机完成施工任务后,必须将内爬式塔式起重机拆卸至地面,现利用在建筑物顶层结构柱体或梁体上安装屋面式起重机(简称屋面吊)进行拆卸塔式起重机。当拆卸塔式起重机时,有时因屋面场地条件限制,屋面式起重机无法直接吊载塔式起重机起重臂中心点,当中心点向后位移后,塔式起重机起重臂脱离与塔身的固定后造成前端重心向下,起重臂后端部向上跷,屋面式起重机无法正常进行拆卸。With the rapid development of modern construction, there are more and more super high-rise buildings, the height of the whole building can reach 600 meters, and the building floor area is relatively small. The tower cranes (referred to as tower cranes) used in the construction of super high-rise buildings are generally of the internal climbing type. The installation of internal climbing tower cranes must be fixed and raised between buildings or core tubes. After the tower crane completes the construction task, the internal climbing tower crane must be disassembled to the ground. Now, the tower crane is disassembled by installing a roof crane (roof crane for short) on the top structural column or beam of the building. When dismantling the tower crane, sometimes due to the limitation of the roof site conditions, the roof crane cannot directly lift the center point of the tower crane boom. When the center point moves backward, the tower crane boom breaks away from the tower body. Finally, the center of gravity of the front end is downward, and the rear end of the boom is tilted upward, so that the roof crane cannot be disassembled normally.
发明内容Contents of the invention
针对上述技术中存在的不足之处,本发明提供操作方便,且拆卸平稳,快速的起重机和起重臂的拆卸方法以及运用到这种拆卸方法中的屋面吊装置。Aiming at the deficiencies in the above-mentioned technologies, the present invention provides a method for dismounting a crane and a jib that is easy to operate, stable and fast in disassembly, and a roof hanging device used in the disassembly method.
为了达到上述目的,本发明一种屋面吊装置,包括:屋面吊底座、旋转机构、回旋支架,吊臂、起升机构、拉臂机构、斜撑和支撑杆,所述屋面吊底座固定在屋顶上,所述旋转机构固定在屋面吊底座上,所述回旋支架的一端固定在旋转机构上,所述吊臂的底端固定在回旋支架与旋转机构固定的一端,且靠近起升机构,所述起升机构和拉臂机构均固定在回旋支架上,所述支撑杆与拉臂机构固定连接并垂直于所述回旋支架,所述支撑杆顶端设置有第一定滑轮,所述斜撑一端固定在起升机构处的固定座上,另一端倚靠固定在支撑杆的顶端,并延伸出,且其延伸段设置第一定滑轮,第一钢丝绳绕过第一定滑轮与吊臂顶端的第二定滑轮连接,并带动吊臂上升与下降,所述起升机构上绕有第二钢丝绳,所述第二钢丝绳又绕过第三定滑轮后通过吊臂中部位置的第四定滑轮和吊臂上的第五定滑轮后与用于吊起重物的吊钩连接,所述屋面吊底座上设置有基础钢梁,所述基础钢梁通过穿透屋顶的梁板的紧固螺栓固定。In order to achieve the above object, a roof hanging device of the present invention includes: a roof hanging base, a rotating mechanism, a swing bracket, a boom, a lifting mechanism, a pull arm mechanism, a diagonal brace and a support rod, and the roof hanging base is fixed on the roof Above, the rotating mechanism is fixed on the roof hanging base, one end of the revolving bracket is fixed on the rotating mechanism, the bottom end of the boom is fixed on the fixed end of the revolving bracket and the rotating mechanism, and is close to the lifting mechanism, so Both the lifting mechanism and the pull arm mechanism are fixed on the revolving support, the support rod is fixedly connected with the pull arm mechanism and is perpendicular to the revolving support, the top of the support rod is provided with a first fixed pulley, and one end of the diagonal brace It is fixed on the fixed seat at the hoisting mechanism, and the other end leans against the top of the support bar and extends out, and the first fixed pulley is arranged on the extension section, and the first steel wire rope goes around the first fixed pulley and the first fixed pulley on the top of the boom. The two fixed pulleys are connected and drive the boom to rise and fall. The lifting mechanism is wound with a second wire rope, and the second wire rope bypasses the third fixed pulley and passes through the fourth fixed pulley at the middle of the boom and the crane. The fifth fixed pulley on the arm is connected with the hook for hoisting the heavy object, and the base steel beam is arranged on the roof suspension base, and the base steel beam is fixed by fastening bolts penetrating the girder plate of the roof.
其中,所述基础钢梁下端以及屋顶的梁板下端分别设置有第一压板和第二压板,且两块压板平行设置通过紧固螺栓固定并将基础钢梁与屋顶的梁板夹持固定。Wherein, the lower end of the foundation steel beam and the lower end of the beam slab of the roof are respectively provided with a first pressure plate and a second pressure plate, and the two pressure plates are arranged in parallel and fixed by fastening bolts to clamp and fix the foundation steel beam and the roof beam slab.
其中,所述旋转机构包括旋转主体和支撑臂,所述旋转主体包括转轴和固定架,所述旋转主体固定在固定架上,支撑臂的一端与固定架铰接,另一端向外延伸与回旋支架固定连接,且固定架、支撑臂与回旋支架整体围合成一个三角形形状。Wherein, the rotating mechanism includes a rotating main body and a support arm, the rotating main body includes a rotating shaft and a fixed frame, the rotating main body is fixed on the fixed frame, one end of the supporting arm is hinged with the fixed frame, and the other end extends outward to connect with the swing bracket It is fixedly connected, and the fixed frame, the support arm and the swivel bracket form a triangular shape as a whole.
其中,所述吊臂与回旋支架的连接端、斜撑、支撑杆以及固定架和支撑臂与对应的各个组件这件的连接都是通过铰接方式固定,通过螺栓调节连接的松紧度。Wherein, the connecting end of the boom and the swing bracket, the diagonal brace, the support rod, the fixed frame, the support arm and the corresponding components are all fixed by hinges, and the tightness of the connection is adjusted by bolts.
其中,所述第四定滑轮固定在吊臂上,且靠近吊臂下端与旋转机构连接的位置以增大力矩。Wherein, the fourth fixed pulley is fixed on the boom and is close to the position where the lower end of the boom is connected to the rotating mechanism to increase the moment.
本发明还公开一种内爬式起重机和起重臂的拆卸方法,包括:The invention also discloses a method for disassembling the internal climbing crane and the boom, including:
安装有上述所描述的屋面吊装置,所述屋面吊装置安装在塔吊附近,且吊臂高于塔吊的塔帽位置;The roof crane device described above is installed, the roof crane device is installed near the tower crane, and the boom is higher than the tower cap position of the tower crane;
塔吊与屋顶接触交叉的位置安装有一个地滑轮,所述地滑轮通过紧固螺栓与夹板固定在塔吊与屋顶接触的标准节横杆上,塔吊自身的起升钢丝绳的一端固定在塔吊平衡臂上的第六定滑轮,另一端依次绕过安装在塔帽上的第七定滑轮、地滑轮后又连接到起重臂的末端;A ground pulley is installed at the intersection between the tower crane and the roof, and the ground pulley is fixed on the standard crossbar where the tower crane contacts the roof through fastening bolts and splints, and one end of the lifting wire rope of the tower crane itself is fixed on the balance arm of the tower crane The sixth fixed pulley, the other end is connected to the end of the boom after bypassing the seventh fixed pulley and the ground pulley installed on the tower cap in turn;
屋面吊装置上的吊钩通过钢丝绳挂住起重臂,通过屋面吊装置上的第一钢丝绳控制吊臂的升降,通过旋转机构,转动回旋支架,从而将起重臂平稳拆卸并放置在屋顶上;The hook on the roof crane device hangs the boom through the wire rope, controls the lifting of the boom through the first wire rope on the roof crane device, and rotates the swing bracket through the rotating mechanism, so that the boom can be disassembled smoothly and placed on the roof ;
通过吊钩挂住捆绑有平衡臂的钢丝绳,平稳地将平衡臂拆卸并放置在屋顶;Hang the wire rope bound with the balance arm through the hook, and smoothly remove the balance arm and place it on the roof;
通过吊钩挂住捆绑有配重、塔帽、回转总成、顶升套架总成及标准节,分别将配重、塔帽、回转总成、顶升套架总成及标准节拆卸;The counterweight, tower cap, slewing assembly, jacking frame assembly and standard section are bound by hooks, and the counterweight, tower cap, slewing assembly, jacking frame assembly and standard section are removed respectively;
在屋顶单独再设置一个扒杆吊,通过在屋顶上设置扒杆吊拆卸屋面吊装置装置;Separately install a pole crane on the roof, and disassemble the roof crane device by setting the pole crane on the roof;
把扒杆吊人工拆卸后利用室内电梯运至地面。After manual disassembly of the pole crane, the indoor elevator is used to transport it to the ground.
其中,屋面吊底座的基础钢梁通过紧固螺栓与楼面连接,每两个紧固螺栓成一组,并穿透屋顶的第一梁板,紧固螺栓组通过夹紧位于基础钢梁上的第一压板与位于屋顶的第一梁板下端的第二压板将基础钢梁与屋顶的梁板夹持固定;屋顶的第一梁板与第二梁板之间夹持有加固钢柱,所述加固钢柱的一端顶住第二压板,另一端顶住垫脚钢板,并将垫脚钢板固定在第二梁板上。Among them, the foundation steel beam of the roof suspension base is connected to the floor through fastening bolts, and every two fastening bolts form a group and penetrate the first beam plate of the roof. The first pressure plate and the second pressure plate located at the lower end of the first beam plate of the roof clamp and fix the foundation steel beam and the roof beam plate; the reinforced steel column is sandwiched between the first beam plate and the second beam plate of the roof, so that One end of the reinforced steel column withstands the second pressure plate, the other end withstands the footing steel plate, and the footing steel plate is fixed on the second beam plate.
其中,塔吊拆卸前先利用塔吊本身内爬系统将塔吊降至离屋面最低位置,在爬升框位置将塔吊固定牢靠,移动屋面吊装置回转,利用屋面吊装置的吊臂吊离配重,但需留一块配重作平衡作用,拆卸配重时,要求垂直平稳地吊出配重。Among them, before the disassembly of the tower crane, use the internal climbing system of the tower crane to lower the tower crane to the lowest position away from the roof, fix the tower crane firmly at the position of the climbing frame, move the roof crane device to rotate, and use the boom of the roof crane device to lift it away from the counterweight. A counterweight is reserved for balance. When disassembling the counterweight, it is required to hang out the counterweight vertically and smoothly.
其中,在屋顶单独安装一个扒杆吊的方式为,将十字钢梁的四个端点以及交叉部位通过屋顶上的预埋螺栓固定,且每个预埋螺栓下端都设置有承重板,在十字钢梁的四边上固定扒杆吊底座。Among them, the method of installing a single pole crane on the roof is to fix the four end points and the intersection of the cross steel beam through the embedded bolts on the roof, and each embedded bolt is equipped with a load-bearing plate at the lower end of the cross steel beam. Fix the pole hanging base on the four sides of the beam.
其中,屋面吊装置的拆除方法除了将屋面吊的吊臂放下至屋顶,人工拆卸外,当所使用的屋面吊较大时,通过在屋面吊的附近再安装一个小体积的屋面吊,用小体积屋面吊的吊臂拆除大体积的屋面吊装置。Among them, the removal method of the roof crane device is not only to lower the boom of the roof crane to the roof, but also to manually dismantle it. The boom of the roof crane removes the bulky roof crane device.
本发明的有益效果是:The beneficial effects of the present invention are:
与现有技术相比,本发明提供一种屋面吊装置,为了更好地固定住屋面吊装置,本发明将屋面吊底座上的基础钢梁通过穿透屋顶的梁板的紧固螺栓固定,且设置有平行的压板将基础钢梁与梁板夹持固定,以减小屋面吊上承载有重力时的稳固性,使之运动更平稳,且利用这种屋面吊装置,在塔吊与屋顶的接触交叉的位置安装一个地滑轮,通过将安装在塔吊自身的起升钢丝绳穿过该地滑轮以及起重臂,以将起重臂保持平衡,并在屋面吊上的吊钩的牵引下,平稳、快速地拆卸起重臂,这种方式尤其适合超长起重臂的拆卸,且起重臂拆卸后,再利用该屋面吊装置对塔吊的平衡臂、配重、塔帽、回转总成、顶升套架总成及标准节依次进行拆卸,拆卸过程简单,且拆卸平稳。Compared with the prior art, the present invention provides a roof hanging device. In order to better fix the roof hanging device, the present invention fixes the basic steel beam on the roof hanging base through fastening bolts penetrating the beam plate of the roof. In addition, a parallel pressure plate is set to clamp and fix the foundation steel beam and the beam slab to reduce the stability when the roof crane is loaded with gravity and make it move more smoothly. Install a ground pulley at the position where the contact crosses, and pass the hoisting wire rope installed on the tower crane itself through the ground pulley and the boom to keep the boom in balance, and under the traction of the hook on the roof crane, the , Quickly disassemble the boom. This method is especially suitable for the disassembly of the super-long boom. The jacking frame assembly and the standard section are disassembled sequentially, and the disassembly process is simple and smooth.
附图说明Description of drawings
图1为本发明屋面吊装置的结构示意图;Fig. 1 is the structural representation of roof hanging device of the present invention;
图2为本发明屋面吊底座与屋顶的安装示意图;Fig. 2 is the installation sketch map of roof suspension base and roof of the present invention;
图3为本发明屋面吊拆卸起重臂的结构示意图;Fig. 3 is a schematic structural view of the roof crane dismounting boom of the present invention;
图4为本发明地滑轮安装示意图;Figure 4 is a schematic diagram of the installation of the pulley of the present invention;
图5为本发明地滑轮与标准节连接示意图;Fig. 5 is a schematic diagram of the connection between the pulley and the standard section of the present invention;
图6为本发明屋面吊拆卸塔帽结构示意图;Fig. 6 is a schematic diagram of the structure of the tower cap dismantled by the roof crane of the present invention;
图7为本发明扒杆吊拆卸屋面吊结构示意图;Fig. 7 is a schematic diagram of the structure of the pole crane for dismantling the roof of the present invention;
图8为本法扒杆吊与屋顶的固定示意图。Fig. 8 is the fixing sketch map of this method picks up the rod hanger and roof.
具体实施方式detailed description
为了更清楚地表述本发明,下面结合附图对本发明作进一步地描述。In order to express the present invention more clearly, the present invention will be further described below in conjunction with the accompanying drawings.
请参照图1-图2,本发明公开的一种屋面吊装置,包括:屋面吊底座11、旋转机构12、回旋支架13,吊臂14、起升机构15、拉臂机构16、斜撑17和支撑杆18,屋面吊底座11固定在屋顶上,旋转机构12固定在屋面吊底座11上,回旋支架13的一端固定在旋转机构12上,吊臂14的底端固定在回旋支架13与旋转机构12固定的一端,且靠近起升机构15,起升机构15和拉臂机构16均固定在回旋支架13上,支撑杆18与拉臂机构16固定连接并垂直于回旋支架13,支撑杆18顶端设置有第一定滑轮21,斜撑17一端固定在起升机构15处的固定座上,另一端倚靠固定在支撑杆18的顶端,并延伸出,且其延伸段设置第二定滑轮22,第一钢丝绳51绕过第二定滑轮22与吊臂顶端的第三定滑轮23连接,并带动吊臂14上升与下降,起升机构15上绕有第二钢丝绳52,第二钢丝绳52又绕过第一定滑轮21后通过吊臂中部位置的第四定滑轮24和吊臂上的第五定滑轮25后与用于吊起重物的吊钩19连接,屋面吊底座11上设置有基础钢梁111,基础钢梁111通过穿透屋顶的第一梁板31的紧固螺栓4固定,每两个紧固螺栓4成一组,并穿透屋顶的第一梁板31,紧固螺栓4通过夹紧位于基础钢梁111上的第一压板31与位于屋顶的第一梁板31下端的第二压板1112将基础钢梁111与屋顶的第一梁板31夹持固定;屋顶的第一梁板31与第二梁板32之间夹持有加固钢柱33,加固钢柱33的一端顶住第二压板1112,另一端顶住垫脚钢板34,并将垫脚钢板34固定在第二梁板32上,此种结构,让整个屋面吊装置与屋顶能够更好地固定,避免在屋面吊装置承载重物运行的时候发生晃动,从而使屋面吊装置在使用过程中更为平稳,安全性更高。Please refer to Fig. 1-Fig. 2, a roof hanging device disclosed by the present invention includes: a roof hanging base 11, a rotating mechanism 12, a swing bracket 13, a boom 14, a lifting mechanism 15, a pulling arm mechanism 16, and a diagonal brace 17 And support bar 18, roof hanging base 11 is fixed on the roof, and rotating mechanism 12 is fixed on the roof hanging base 11, and one end of revolving support 13 is fixed on the rotating mechanism 12, and the bottom end of boom 14 is fixed on revolving support 13 and rotating One end of mechanism 12 is fixed, and close to hoisting mechanism 15, hoisting mechanism 15 and pulling arm mechanism 16 are all fixed on the revolving support 13, and support rod 18 is fixedly connected with pulling arm mechanism 16 and is perpendicular to revolving support 13, and support rod 18 The top is provided with a first fixed pulley 21, one end of the diagonal brace 17 is fixed on the fixed seat at the lifting mechanism 15, and the other end leans against and fixed on the top of the support rod 18, and extends out, and the extension section is provided with a second fixed pulley 22 , the first wire rope 51 bypasses the second fixed pulley 22 and is connected with the third fixed pulley 23 at the top of the boom, and drives the boom 14 to rise and fall. After bypassing the first fixed pulley 21, the fourth fixed pulley 24 at the middle of the boom and the fifth fixed pulley 25 on the boom are connected to the hook 19 for lifting heavy objects. The roof suspension base 11 is provided with The foundation steel beam 111, the foundation steel beam 111 is fixed by fastening bolts 4 penetrating the first beam plate 31 of the roof, every two fastening bolts 4 form a group, and penetrate the first beam plate 31 of the roof, the fastening bolts 4 Clamp and fix the foundation steel beam 111 and the first beam plate 31 of the roof by clamping the first pressure plate 31 on the foundation steel beam 111 and the second pressure plate 1112 located at the lower end of the first beam plate 31 of the roof; A reinforced steel column 33 is sandwiched between the first beam 31 and the second beam 32, one end of the reinforced steel column 33 withstands the second pressure plate 1112, the other end withstands the footing steel plate 34, and the footing steel plate 34 is fixed on the second On the beam slab 32, this structure allows the entire roof crane device to be better fixed to the roof, avoiding shaking when the roof crane device is carrying heavy objects, so that the roof crane device is more stable and safe during use. Sex is higher.
在本实施例中,旋转机构12包括旋转主体121和支撑臂122,旋转主体121包括转轴1211和固定架1212,旋转主体121固定在固定架1212上,支撑臂122的一端与固定架1212铰接,另一端向外延伸与回旋支架13固定连接,且固定架1212、支撑臂122与回旋支架13整体围合成一个三角形的形状,以更好地支撑固定住回旋支架13,且固定架1212、支撑臂122与回旋支架13之间相互连接的方式为铰接方式,通过螺栓将各个连接组件固定连接,同样起升机构15、拉臂机构16、斜撑17、支撑杆18和吊臂14与回旋支架13之间的连接也是通过铰接方式固定,且吊臂14与回旋支架13的连接端通过铰接方式时,应调节铰接螺栓的松紧度,使吊臂14可以以铰接螺栓为轴进行旋转,以确保整个吊臂14可以上下运动。In this embodiment, the rotating mechanism 12 includes a rotating body 121 and a support arm 122, the rotating body 121 includes a rotating shaft 1211 and a fixed frame 1212, the rotating body 121 is fixed on the fixed frame 1212, and one end of the supporting arm 122 is hinged to the fixed frame 1212, The other end extends outwards and is fixedly connected with the swivel bracket 13, and the fixed bracket 1212, the support arm 122 and the swivel bracket 13 form a triangular shape as a whole, so as to better support and fix the swivel bracket 13, and the fixed bracket 1212, the support arm 122 and the revolving bracket 13 are connected to each other in a hinged manner, and each connection assembly is fixedly connected by bolts. Similarly, the lifting mechanism 15, the pull arm mechanism 16, the diagonal brace 17, the support rod 18, the boom 14 and the revolving bracket 13 The connection between them is also fixed by hinge, and when the connecting end of the boom 14 and the swing bracket 13 is hinged, the tightness of the hinge bolt should be adjusted so that the boom 14 can rotate around the hinge bolt to ensure that the entire The boom 14 can move up and down.
在本实施例中,第四定滑轮24固定在吊臂14上,且靠近吊臂14下端与旋转机构12连接的位置以增大第二钢丝绳52通过吊钩19吊起重物时的力矩。In this embodiment, the fourth fixed pulley 24 is fixed on the boom 14 and is close to the position where the lower end of the boom 14 is connected to the rotating mechanism 12 to increase the moment when the second wire rope 52 lifts a heavy object through the hook 19 .
在本实施例中,通过上述的屋面吊装置对内爬式塔吊的超常起重臂及其整个塔吊的拆卸过程如下:In this embodiment, the disassembly process of the supernormal jib of the internal climbing tower crane and the entire tower crane through the above-mentioned roof crane device is as follows:
安装上述介绍的屋面吊装置,屋面吊装置安装在塔吊6附近,且吊臂14高于塔吊6的塔帽61位置;Install the roof crane device described above, the roof crane device is installed near the tower crane 6, and the boom 14 is higher than the tower cap 61 position of the tower crane 6;
请参阅图3-图6,塔吊6与屋顶接触交叉的位置安装有一个地滑轮7,地滑轮7通过紧固螺栓4与夹板8固定在塔吊6与屋顶接触的标准节65的横杆651上,塔吊6自身的起升钢丝绳66的一端固定在塔吊6的平衡臂63上的第六定滑轮26,另一端依次绕过安装在塔帽61上的第七定滑轮27、地滑轮7后又连接到起重臂62的末端;Please refer to Fig. 3-Fig. 6, a ground pulley 7 is installed at the position where the tower crane 6 is in contact with the roof, and the ground pulley 7 is fixed on the cross bar 651 of the standard section 65 where the tower crane 6 contacts with the roof through fastening bolts 4 and splints 8 One end of the hoisting wire rope 66 of the tower crane 6 itself is fixed to the sixth fixed pulley 26 on the balance arm 63 of the tower crane 6, and the other end goes around the seventh fixed pulley 27 and the ground pulley 7 installed on the tower cap 61 successively. connected to the end of the boom 62;
屋面吊装置1上的吊钩19通过钢丝绳挂住起重臂62,通过屋面吊装置1上的第一钢丝绳51控制吊臂14的升降,通过旋转机构12,转动回旋支架13,从而将起重臂63平稳拆卸并放置在屋顶上;The hook 19 on the roof hanging device 1 hangs the boom 62 through the steel wire rope, controls the lifting of the boom 14 through the first steel wire rope 51 on the roof hanging device 1, and rotates the swing bracket 13 through the rotating mechanism 12, thereby lifting the crane The arm 63 is smoothly disassembled and placed on the roof;
通过吊钩19挂住捆绑有平衡臂63的钢丝绳,平稳地将平衡臂63拆卸并放置在屋顶;Hang the wire rope bound with the balance arm 63 through the hook 19, and smoothly disassemble the balance arm 63 and place it on the roof;
通过吊钩19挂住捆绑有配重64、塔帽61、回转总成67、顶升套架总成68及标准节65,分别将配重64、塔帽61、回转总成67、顶升套架总成68及标准节65拆卸;The counterweight 64, the tower cap 61, the rotary assembly 67, the jacking sleeve assembly 68 and the standard section 65 are bound by the hook 19, and the counterweight 64, the tower cap 61, the rotary assembly 67, the jacking Dismantling of sleeve frame assembly 68 and standard section 65;
在屋顶单独再设置一个扒杆吊,通过在屋顶上设置扒杆吊拆卸屋面吊装置;Separately install a pole crane on the roof, and disassemble the roof crane device by setting the pole crane on the roof;
把扒杆吊人工拆卸后利用室内电梯运至地面。After manual disassembly of the pole crane, the indoor elevator is used to transport it to the ground.
在本实施例中,塔吊6拆卸前先利用塔吊6本身内爬系统将塔吊6降至离屋面最低位置,在爬升框位置将塔吊固定牢靠,移动屋面吊1回转,利用屋面吊1的吊臂14吊离4块配重,留一块配重作平衡作用,在起重62前段第二节下铉杆安装两根“人”字形把杆吊(图未示),用5T手拉葫芦控制把杆吊的倾覆以达到控制吊钩19中心点的效果。利用塔吊6起升钢丝绳66作为牵引动力将第7节起重臂62吊起受力,然后打掉起重臂62连接销轴,稍稍将5T手拉葫芦松开微距离,使第7节起重臂与第6节起重臂有距离,然后开动主起升机构(图未示),将起重臂62吊至地面,利用此方法依次拆除第5节起重臂后利用屋面吊装置1将塔吊6的50米起重臂62前端起吊15度角,使前拉杆弯曲,屋面吊装置用吊钩19将40米起重臂62一次性吊至屋面。In this embodiment, before the disassembly of the tower crane 6, use the internal climbing system of the tower crane 6 to lower the tower crane 6 to the lowest position away from the roof, fix the tower crane firmly at the position of the climbing frame, move the roof crane 1 to rotate, and use the boom of the roof crane 1 14 Hoist 4 pieces of counterweight, and leave a piece of counterweight for balance. Install two "herringbone"-shaped poles on the lower pole of the second section of the front section of lifting 62 (not shown in the figure), and use a 5T chain block to control the handle. The overturning of pole hanger is to reach the effect of controlling suspension hook 19 central points. Use the tower crane 6 to lift the steel wire rope 66 as the traction power to lift the 7th boom 62 to be stressed, then knock off the connecting pin of the boom 62, and loosen the 5T chain hoist slightly to make the 7th boom There is a distance between the boom and the boom section 6, and then start the main lifting mechanism (not shown in the figure) to hoist the boom 62 to the ground. Use this method to remove the boom section 5 in sequence and use the roof crane device 1 The 50-meter boom 62 front end of the tower crane 6 is hoisted at an angle of 15 degrees to make the front tie rod bend, and the roof crane device uses the hook 19 to lift the 40-meter boom 62 to the roof at one time.
在本实施例中,拆除平衡臂63的步骤为:In this embodiment, the steps for removing the balance arm 63 are:
a.用屋面吊装置1将剩余的一块平衡重块吊下;a. Use the roof hanging device 1 to hang the remaining balance weight;
b.通过平衡臂63上的安装吊耳(图未示),用屋面吊装置1将平衡臂63吊起,让平衡臂63拉杆处于不受力的状态,拆卸平衡臂63拉杆中间的连接销;b. Through the installation lugs (not shown) on the balance arm 63, use the roof crane device 1 to lift the balance arm 63, so that the balance arm 63 pull rod is in a state of no force, and remove the connecting pin in the middle of the balance arm 63 pull rod;
c.将平衡臂63吊起,放到地面垫有枕木的支座上。c. Balance arm 63 is hoisted, put on the support that the ground is cushioned with sleepers.
在本实施例中,拆卸平衡臂63的步骤为:In this embodiment, the steps for disassembling the balance arm 63 are:
a.将绳索固定在塔帽顶端的吊耳上面,慢慢拉紧绳索;a. Fix the rope on the lug at the top of the tower cap, and slowly tighten the rope;
b.拆卸与的连接销;b. Disassemble the connecting pin with the
c.吊起塔帽,将其放到地面垫有枕木的支座上。c. Lift the tower cap and put it on the support with sleepers on the ground.
检查与相邻部件间是否有电缆相连,塔帽上装有安全件,在吊装过程中注意保护,在放到地面是注意不能压到安全件吊装过程中注意不能让塔帽在移动的过程中摆动幅度过大,以免与其它部件发生碰撞。Check whether there is a cable connection between the adjacent parts. There is a safety piece on the tower cap. Pay attention to protection during the hoisting process. When placing it on the ground, be careful not to press the safety piece. During the hoisting process, be careful not to let the tower cap swing during the movement. The amplitude is too large to avoid collision with other components.
在本实施例中,拆卸回转总成的方式为:回转总成包括上支座,下支座,回转支承和司机室;In this embodiment, the way to disassemble the slewing assembly is as follows: the slewing assembly includes an upper support, a lower support, a slewing support and a cab;
a.将下支座与标准节相连的8个M30×360-10.9级高强度螺栓拆卸下来;a. Remove the eight M30×360-10.9 high-strength bolts connecting the lower support to the standard section;
b.将绳索固定在上支座上面,慢慢拉紧绳索,拆卸下下支座与爬升架之间的4根连接销轴;b. Fix the rope on the upper support, slowly tighten the rope, and remove the 4 connecting pins between the lower support and the climbing frame;
c.将回转总成67吊起,放置到地面垫有枕木的支座上。c. The slewing assembly 67 is hoisted and placed on the support on which the ground is cushioned with sleepers.
在本实施例中故,拆卸回转总成67是要注意破坏塔吊6部件,回转总成67上装有许多电气组件,要注意保护,在拆卸过程中要注意保护好司机室等易受损件。Therefore, in the present embodiment, the removal of the rotary assembly 67 is to pay attention to destroying the tower crane 6 parts. There are many electrical components on the rotary assembly 67, and attention should be paid to protection. During the disassembly process, attention should be paid to protecting vulnerable parts such as the driver's cab.
在本实施例中故,拆卸顶升套架总成的方式为:Therefore, in this embodiment, the way to disassemble the jacking sleeve assembly is:
将绳索固定在顶升套架顶端的四根弦杆上,用屋面吊装置1将其从塔吊的标准节上吊出,放置到地面垫有枕木的支座上,在顶升套架完全吊出塔身时,不能斜拉顶升套架。Fix the ropes on the four chords at the top of the jacking frame, use the roof crane device 1 to lift it out from the standard section of the tower crane, place it on the support with sleepers on the ground, and lift it out completely when the jacking frame is fully lifted. When erecting the tower body, the jacking frame cannot be pulled obliquely.
拆卸剩余标准节的方式为:将标准节上固定住钢丝绳,用吊钩19移除剩余标准节,拆卸基础节以及地滑轮7等部件。The way to remove the remaining standard sections is: fix the steel wire rope on the standard section, remove the remaining standard sections with the hook 19, and disassemble the foundation section and ground pulley 7 and other components.
图7-图8,最后为对屋面吊装置1的拆卸,屋面吊装置1的拆除方法除了将屋面吊装置的吊臂14放下至屋顶,人工拆卸外,当所使用的屋面吊装置1较大时,通过在屋面吊装置的附近再安装一个小体积的屋面吊装置,用小体积屋面吊的吊臂拆除大体积的屋面吊装[K1] 。Figures 7-8, the last is the disassembly of the roof hanging device 1. The removal method of the roof hanging device 1 is to lower the boom 14 of the roof hanging device to the roof and disassemble it manually. When the roof hanging device 1 used is large , by installing a small-volume roof-hanging device near the roof-hanging device, use the arm of the small-volume roofing crane to remove the large-volume roof-hanging device[K1].
当人工自行拆卸屋面吊装置1时,通常需要一个扒杆吊90作为辅助机构来拆卸,扒杆吊90通常安装在屋面吊装置1的附近,其具体安装方式如图所述为,将十字钢梁91的四个端点以及交叉部位通过屋顶上的预埋螺栓92固定,且每个预埋螺栓92下端都设置有承重板93,在十字钢梁91的四边上固定扒杆吊底座90即可,通过扒杆吊上的定滑轮连接连接钢丝绳及变幅小车来拆卸屋面吊装置1,拆卸万屋面吊装置1后,把扒杆吊90人工拆卸,利用室内电梯运至地面。When the roof hanger 1 is manually disassembled, a pole crane 90 is usually required as an auxiliary mechanism for disassembly. The pole crane 90 is usually installed near the roof hanger 1. The specific installation method is as shown in the figure. The four ends of the beam 91 and the crossing parts are fixed by the embedded bolts 92 on the roof, and the lower end of each embedded bolt 92 is provided with a load-bearing plate 93, and it is enough to fix the pole hanging base 90 on the four sides of the cross steel beam 91 The roof crane 1 is disassembled by connecting the fixed pulley on the pole crane with the steel wire rope and the luffing trolley. After the roof crane 1 is disassembled, the pole crane 90 is manually disassembled and transported to the ground by an indoor elevator.
本发明的优势在于:The advantages of the present invention are:
1)本发明将屋面吊底座上的基础钢梁通过穿透屋顶的梁板的紧固螺栓固定,且设置有平行的压板将基础钢梁与梁板夹持固定,以减小屋面吊上承载有重力时的稳固性,使之运动更平稳;1) In the present invention, the foundation steel beam on the roof suspension base is fixed by fastening bolts penetrating the beam plate of the roof, and a parallel pressure plate is provided to clamp and fix the foundation steel beam and the beam plate, so as to reduce the load on the roof suspension The stability when there is gravity makes it move more smoothly;
2)且利用这种屋面吊装置,在塔吊与屋顶的接触交叉的位置安装一个地滑轮,通过将安装在塔吊自身的起升钢丝绳穿过该地滑轮以及起重臂,以将起重臂保持平衡,并在屋面吊上的吊钩的牵引下,平稳、快速地拆卸起重臂,这种方式尤其适合超长起重臂的拆卸;2) And using this roof crane device, install a ground pulley at the contact crossing position between the tower crane and the roof, pass the hoisting wire rope installed on the tower crane itself through the ground pulley and the boom to keep the boom Balanced, and under the traction of the hook on the roof crane, the boom can be dismantled smoothly and quickly. This method is especially suitable for the disassembly of super long booms;
3)起重臂拆卸后,再利用该屋面吊装置对塔吊的平衡臂、配重、塔帽、回转总成、顶升套架总成及标准节依次进行拆卸,拆卸过程简单,且拆卸平稳。3) After the lifting arm is disassembled, use the roof crane device to disassemble the balance arm, counterweight, tower cap, slewing assembly, jacking frame assembly and standard section of the tower crane in sequence. The disassembly process is simple and smooth .
以上公开的仅为本发明的几个具体实施例,但是本发明并非局限于此,任何本领域的技术人员能思之的变化都应落入本发明的保护范围。The above disclosures are only a few specific embodiments of the present invention, but the present invention is not limited thereto, and any changes conceivable by those skilled in the art shall fall within the protection scope of the present invention.
Claims (10)
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CN201610864784.1A CN106276631B (en) | 2016-09-30 | 2016-09-30 | A kind of roofing device for hoisting and the method for dismounting of crane and crane arm |
CN201711255681.6A CN108002250B (en) | 2016-09-30 | 2016-09-30 | A kind of method for dismounting of roofing device for hoisting and crane and crane arm |
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CN201610864784.1A CN106276631B (en) | 2016-09-30 | 2016-09-30 | A kind of roofing device for hoisting and the method for dismounting of crane and crane arm |
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CN107720569A (en) * | 2017-11-08 | 2018-02-23 | 中国三冶集团有限公司 | One kind is removed inner climbing crane tower and hung with masts type roofing |
CN108147296A (en) * | 2017-12-27 | 2018-06-12 | 中建四局第五建筑工程有限公司 | A kind of restoration methods of high-altitude fracture tower crane |
CN109516390A (en) * | 2018-12-29 | 2019-03-26 | 浙江省特种设备检验研究院 | A kind of flat-top tower crane and field installation process convenient for manpower transport's installation |
CN109704210A (en) * | 2019-01-22 | 2019-05-03 | 中建四局第五建筑工程有限公司 | A kind of high-altitude tower crane large arm fracture dip method for dismounting |
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CN103243932A (en) * | 2012-02-03 | 2013-08-14 | 上海庞源机械租赁股份有限公司 | Structure for detaching inner climbing tower crane through roof crane and construction method thereof |
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CN107055347B (en) * | 2017-05-22 | 2018-03-27 | 庄爱军 | A kind of Tower crane disassembly structures and methods of high-rise installation |
CN107055347A (en) * | 2017-05-22 | 2017-08-18 | 庄爱军 | A kind of high-rise Tower crane disassembly structures and methods installed |
CN107720569A (en) * | 2017-11-08 | 2018-02-23 | 中国三冶集团有限公司 | One kind is removed inner climbing crane tower and hung with masts type roofing |
CN107720569B (en) * | 2017-11-08 | 2019-11-15 | 中国三冶集团有限公司 | A kind of dismounting inner climbing crane tower is hung with masts type roofing |
CN108147296A (en) * | 2017-12-27 | 2018-06-12 | 中建四局第五建筑工程有限公司 | A kind of restoration methods of high-altitude fracture tower crane |
CN108147296B (en) * | 2017-12-27 | 2019-08-27 | 中建四局第五建筑工程有限公司 | A kind of restoration methods of high-altitude fracture tower crane |
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CN109704210A (en) * | 2019-01-22 | 2019-05-03 | 中建四局第五建筑工程有限公司 | A kind of high-altitude tower crane large arm fracture dip method for dismounting |
CN111362156A (en) * | 2020-03-23 | 2020-07-03 | 中铁建工集团有限公司 | Tower crane platform |
CN111891919B (en) * | 2020-08-06 | 2022-11-01 | 李妍 | Method for replacing and hoisting window cleaning machine of high building |
CN111891919A (en) * | 2020-08-06 | 2020-11-06 | 李妍 | Method for replacing and hoisting window cleaning machine of high building |
CN112830401A (en) * | 2020-10-28 | 2021-05-25 | 蚌埠市神舟机械有限公司 | Boat erects gallows device for operation mechanism |
CN112830399A (en) * | 2020-10-28 | 2021-05-25 | 蚌埠市神舟机械有限公司 | Erection mechanism with movable supporting platform for pontoon bridge |
CN112830399B (en) * | 2020-10-28 | 2023-04-07 | 蚌埠市神舟机械有限公司 | Erection mechanism with movable supporting platform for pontoon bridge |
CN114572857A (en) * | 2022-03-01 | 2022-06-03 | 中铁三局集团建筑安装工程有限公司 | Construction method for dismantling auxiliary roof of internal climbing tower crane gantry crane |
CN115180533A (en) * | 2022-07-18 | 2022-10-14 | 中联重科建筑起重机械有限责任公司 | Method for disassembling crane boom |
CN115159370A (en) * | 2022-07-25 | 2022-10-11 | 绍兴庞源机械科技有限公司 | Low-risk tower crane removal method |
CN116290871A (en) * | 2022-12-24 | 2023-06-23 | 上海市机械施工集团有限公司 | Replacement method of window cleaning machine |
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CN106276631B (en) | 2018-06-29 |
CN108002250B (en) | 2019-11-22 |
CN108002250A (en) | 2018-05-08 |
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