CN115231450A - Integral hoisting equipment for steel bar framework and using method - Google Patents
Integral hoisting equipment for steel bar framework and using method Download PDFInfo
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- CN115231450A CN115231450A CN202210809158.8A CN202210809158A CN115231450A CN 115231450 A CN115231450 A CN 115231450A CN 202210809158 A CN202210809158 A CN 202210809158A CN 115231450 A CN115231450 A CN 115231450A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 139
- 239000010959 steel Substances 0.000 title claims abstract description 139
- 238000000034 method Methods 0.000 title claims abstract description 15
- 239000000725 suspension Substances 0.000 claims abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 238000009434 installation Methods 0.000 claims description 73
- 238000006243 chemical reaction Methods 0.000 claims description 8
- 230000032258 transport Effects 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 238000005096 rolling process Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 17
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000000712 assembly Effects 0.000 description 4
- 238000000429 assembly Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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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
- B66C17/00—Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
- B66C17/04—Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports with lifting beams, e.g. slewable beams, carrying load-engaging elements, e.g. magnets, hooks
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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
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/12—Slings comprising chains, wires, ropes, or bands; Nets
- B66C1/14—Slings with hooks
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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
- B66C13/00—Other constructional features or details
- B66C13/04—Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
- B66C13/08—Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions
- B66C13/085—Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions electrical
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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
- B66C9/00—Travelling gear incorporated in or fitted to trolleys or cranes
- B66C9/08—Runners; Runner bearings
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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
- B66C9/00—Travelling gear incorporated in or fitted to trolleys or cranes
- B66C9/10—Undercarriages or bogies, e.g. end carriages, end bogies
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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
- B66C9/00—Travelling gear incorporated in or fitted to trolleys or cranes
- B66C9/14—Trolley or crane travel drives
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
- E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
技术领域technical field
本申请涉及建筑生产的技术领域,尤其是涉及一种钢筋骨架整体吊装装备及使用方法。The present application relates to the technical field of construction production, and in particular, to an integral hoisting equipment for a steel frame and a method for using the same.
背景技术Background technique
等截面现浇连续梁在公路桥梁工程中的使用较为广泛,其本身内力状态比较均匀,可以减小梁高,节省材料,且刚度大,整体性好,超载能力大,安全度大,桥面伸缩缝大,行车舒适。The constant-section cast-in-place continuous beam is widely used in highway bridge engineering. Its internal force state is relatively uniform, which can reduce the beam height, save materials, and have high rigidity, good integrity, large overload capacity, high safety, and bridge deck. Large expansion joints for a comfortable ride.
对小跨径连续梁一般使用移动模架进行逐段绑扎钢筋、浇筑成型,但其钢筋骨架绑扎以及现浇模板的拼装所耗费的时间极大拖延了现场施工工期以及后续梁段的施工连续性,从而降低了桥梁的施工效率。For small-span continuous beams, mobile formwork is generally used to bind steel bars section by section and pour them into shape. However, the time consuming for the binding of the steel reinforcement frame and the assembly of the cast-in-place formwork greatly delays the on-site construction period and the construction continuity of the subsequent beam sections. , thereby reducing the construction efficiency of the bridge.
发明内容SUMMARY OF THE INVENTION
为了提高桥梁的施工效率,本申请提供了一种钢筋骨架整体吊装装备及使用方法。In order to improve the construction efficiency of the bridge, the present application provides an integral hoisting equipment for a steel frame and a method for using the same.
第一方面,本申请提供的一种钢筋骨架整体吊装装备及使用方法,采用如下的技术方案:In the first aspect, the overall hoisting equipment and using method of a steel frame provided by the application adopts the following technical solutions:
一种钢筋骨架整体吊装装备,包括设置在未浇注桥梁的桥墩上的外悬轨道平台,所述外悬轨道平台上设置有吊装机构,所述吊装机构包括:An integral hoisting equipment for a steel frame, comprising an externally suspended rail platform arranged on a pier of an uncast bridge, the externally suspended rail platform is provided with a hoisting mechanism, and the hoisting mechanism comprises:
移动吊架,所述移动吊架滑移设置在外悬轨道平台上且能移至浇注完成的桥梁上;a mobile hanger, the mobile hanger is slidably arranged on the outer suspension rail platform and can be moved to the bridge that has been poured;
起吊组件,所述起吊组件设置在移动吊架上且用于起吊钢筋骨架;a hoisting assembly, the hoisting assembly is arranged on the mobile hanger and used for hoisting the steel skeleton;
移动组件,所述移动组件设置在移动吊架上且用于驱动移动吊架移动。The moving assembly is arranged on the moving hanger and used to drive the moving hanger to move.
通过采用上述技术方案,在待浇注的桥梁的桥墩上固定安装外悬轨道平台,然后在外悬轨道平台上安装吊装装备,而钢筋骨架预先安装预制好,移动组件启动带动移动吊架移动,移动吊架带动起吊组件移至钢筋骨架上方,起吊组件启动起吊钢筋骨架,然后移动组件启动带动移动吊架和钢筋骨架移动,同时位于外悬轨道平台上的移动吊架能移至浇注完成的桥梁上进行支撑,从而实现移动组件启动带动钢筋骨架移至待安装处,然后将钢筋骨架放置到待安装处,接着向钢筋骨架上浇注混凝土,使得浇注的混凝土和浇注完成的桥梁连接在一起,然后对浇注完成的外悬轨道平台进行拆卸后安装到未浇注桥梁的桥墩上循环使用,然后继续后一个钢筋骨架的安装。By adopting the above technical solution, the outer suspension rail platform is fixedly installed on the pier of the bridge to be poured, and then the hoisting equipment is installed on the outer suspension rail platform, and the steel frame is pre-installed and prefabricated, and the mobile component starts to drive the mobile hanger to move, and the mobile crane The frame drives the lifting component to move above the steel frame, the lifting component starts to lift the steel frame, and then the mobile component starts to drive the mobile hanger and the steel frame to move, and the mobile hanger located on the outer suspension rail platform can be moved to the bridge after pouring Support, so as to realize the start of the mobile component and drive the steel frame to move to the place to be installed, then place the steel frame to the place to be installed, and then pour concrete on the steel frame, so that the poured concrete and the poured bridge are connected together, and then poured The completed externally suspended track platform is disassembled and installed on the piers of the uncast bridge for recycling, and then the installation of the next steel frame is continued.
因此将钢筋骨架预先进行安装,然后对整个钢筋骨架进行起吊运输,然后浇注混凝土,从而提高了桥梁的施工效率,而且移动吊架从外悬轨道平台移出后能移至浇注完成后的桥梁上进行支撑,从而提高了钢筋骨架吊装过程中的安装性和稳定性,因此在提高桥梁施工效率,同时也提高了吊装装备的安全性。Therefore, the steel frame is pre-installed, then the whole steel frame is lifted and transported, and then concrete is poured, thereby improving the construction efficiency of the bridge, and the mobile hanger can be moved to the bridge after the pouring is completed after being removed from the external suspension rail platform. Therefore, it improves the construction efficiency of the bridge and the safety of the hoisting equipment at the same time.
可选的,所述起吊组件包括:Optionally, the lifting assembly includes:
卷扬机,所述卷扬机设置在移动吊架上且至少设置有两个并均设置有卷绕在卷扬机上的吊绳;a hoist, the hoist is set on the mobile hanger and at least two are provided with a sling wound on the hoist;
吊装吊具,所述吊装吊具设置在吊绳上且用于吊装钢筋骨架,所述吊装吊具上设置有便于固定钢筋骨架的固定组件;a hoisting sling, the hoisting sling is arranged on a sling and is used to hoist a steel bar frame, and a fixing component that is convenient for fixing the steel bar frame is arranged on the hoisting and sling;
限位件,所述限位件设置在移动吊架上且与吊装吊具连接并用于对吊装吊具进行限位。The limiter is arranged on the mobile hanger and connected with the hoisting sling, and is used to limit the position of the hoisting sling.
通过采用上述技术方案,卷扬机启动带动吊装吊具移动,使得吊装吊具移至钢筋骨架上方,然后通过固定组件将吊装吊具和钢筋骨架固定连接在一起,然后卷扬机启动带动吊装吊具和钢筋骨架上移进行运输,以此来实现对钢筋骨架进行起吊;By adopting the above technical solution, the hoist starts to drive the hoisting spreader to move, so that the hoisting spreader is moved above the steel frame, and then the hoisting spreader and the steel frame are fixedly connected together through the fixing component, and then the winch starts to drive the hoisting spreader and the steel frame. Move up for transportation, so as to realize the lifting of the steel frame;
固定组件提高了将钢筋骨架和吊装吊具固定和拆开时的便利性,从而进一步提高了桥梁的施工效率,而限位件对吊装吊具和钢筋骨架进行限位,提高了吊装装备运行时的安全性,因此提高了桥梁的施工效率,同时也提高了吊装装备的安全性。The fixing component improves the convenience of fixing and disassembling the steel frame and the hoisting sling, thereby further improving the construction efficiency of the bridge, and the limiter limits the hoisting sling and the steel frame, which improves the operation time of the hoisting equipment. Therefore, the construction efficiency of the bridge is improved, and the safety of the hoisting equipment is also improved.
可选的,所述固定组件包括:Optionally, the fixing assembly includes:
滑移架,所述滑移架滑移设置在吊装吊具上;a sliding frame, the sliding frame is slidably arranged on the hoisting sling;
固定绳,所述固定绳设置在滑移架和吊装吊具上且通过连接组件与吊绳连接;a fixing rope, which is arranged on the sliding frame and the hoisting sling and is connected with the suspending rope through the connecting component;
挂钩,所述挂钩设置在滑移架上且设置有多个并用于吊装钢筋骨架,当所述挂钩吊装钢筋骨架时,所述滑移架在固定绳拉动下拉动挂钩抵压在吊装吊具下表面上且用于阻挡钢筋骨架与挂钩脱离。Hook, the hook is arranged on the sliding frame and is provided with multiple and used for hoisting the steel frame. When the hook is hoisting the steel frame, the sliding frame is pulled by the fixed rope and the hook is pressed against the hoisting sling. On the surface and used to prevent the rebar skeleton from disengaging from the hook.
通过采用上述技术方案,卷扬机放出吊绳,将吊装吊具放置到钢筋骨架上,然后继续放出吊绳,使得滑移架在重力作用下下移,然后移动吊架移动带动吊装吊具、滑移架和挂钩移动,使得挂钩勾设到钢筋骨架的钢筋上,然后卷扬机收回吊绳,使得吊绳通过固定绳拉动滑移架和挂钩上移,使得挂钩抵压到吊装吊具下表面上,然后继续上移带动吊装吊具、钢筋骨架、滑移架同时移动,以此来实现将钢筋骨架和吊装吊具固定连接在一起;需要分拆时,钢筋骨架放置到安装处,然后继续放出吊绳使得滑移架继续下移,接着移动吊架移动带动挂钩与钢筋骨架脱离,以此来提高了钢筋骨架和吊装吊具固定和分拆时的便利性,因此提高了桥梁的施工效率,而且吊装钢筋骨架时,挂钩抵压在吊装吊具上用于阻挡钢筋骨架与挂钩脱离,从而在提高桥梁的施工效率,同时也提高了吊装装备的安全性。By adopting the above technical solution, the hoist releases the sling, places the hoisting sling on the steel frame, and then continues to release the sling, so that the sliding frame moves down under the action of gravity, and then moves the sling to drive the hoisting sling, sliding The frame and the hook move, so that the hook is hooked to the steel bar of the steel frame, and then the hoist retracts the sling, so that the sling pulls the sliding frame and the hook up through the fixed rope, so that the hook is pressed against the lower surface of the hoisting sling, and then Continue to move up to drive the hoisting spreader, the steel frame and the sliding frame to move at the same time, so as to realize the fixed connection of the steel frame and the hoisting spreader; when it needs to be disassembled, the steel frame should be placed at the installation place, and then continue to release the sling Make the sliding frame continue to move down, and then move the hanger to move the hook and the steel frame to separate, so as to improve the convenience of fixing and disassembling the steel frame and the hoisting sling, thus improving the construction efficiency of the bridge, and hoisting When the steel frame is installed, the hook is pressed against the hoisting sling to prevent the steel frame from being separated from the hook, thereby improving the construction efficiency of the bridge and the safety of the lifting equipment.
可选的,所述连接组件包括:Optionally, the connection component includes:
第一滑动轮和第二滑动轮,所述第一滑动轮和第二滑动轮通过连接座连接在一起,所述第一滑动轮和第二滑动轮均与连接座转动连接,所述吊绳绕过第一滑动轮而固定绳绕过第二滑动轮。A first sliding wheel and a second sliding wheel, the first sliding wheel and the second sliding wheel are connected together by a connecting seat, the first sliding wheel and the second sliding wheel are both rotatably connected with the connecting seat, and the hanging rope The fixed rope is passed around the first sliding wheel and the fixed rope is passed around the second sliding wheel.
通过采用上述技术方案,吊绳绕过第一滑动轮,因此放出吊绳时,第一滑动轮在重力作用下发生转动,而第二滑动轮在固定绳拉力下发生转动,因此通过动滑轮达到省力的效果,同时也减少了吊绳和固定绳受到摩擦力而损坏的概率,同时吊绳绕过第一滑动轮,而固定绳绕过第二滑动轮,以此来对受到的拉力进行分力,因此在实现省力的同时也提高了吊装装备的安全性。By adopting the above technical solution, the suspending rope bypasses the first sliding wheel, so when the suspending rope is released, the first sliding wheel rotates under the action of gravity, while the second sliding wheel rotates under the pulling force of the fixed rope, so the moving pulley can save labor. At the same time, it also reduces the probability of the sling and the fixed rope being damaged by friction. At the same time, the suspending rope bypasses the first sliding wheel, and the fixed rope bypasses the second sliding wheel, so as to divide the tension force. Therefore, the safety of the hoisting equipment is improved while saving labor.
可选的,所述限位件包括多个限位管和多个限位环,多个所述限位管和限位环直径均逐渐减小且相互滑移套设在一起,多个所述限位环设置在限位管上且用于阻挡相邻两个限位管相互脱离,其中一个所述限位管设置在移动吊架上而另外一个限位管与吊装吊具连接。Optionally, the limiter includes a plurality of limit tubes and a plurality of limit rings, the diameters of the plurality of limit tubes and the limit rings are gradually reduced and are slidably sleeved together with each other, and the plurality of the limit tubes and the limit rings are gradually reduced in diameter. The limiting ring is arranged on the limiting tube and is used to prevent two adjacent limiting tubes from being separated from each other. One of the limiting tubes is arranged on the moving hanger and the other limiting tube is connected to the hoisting sling.
通过采用上述技术方案,多个限位管和限位环滑移套设在一起,而限位环用于阻挡相邻两个滑移管相互脱离,因此吊装吊具移动时拉动与之连接的限位管移动,因此实现对吊装吊具移动过程中进行限位,从而提高了吊装装备的安全性。By adopting the above technical solution, a plurality of limit tubes and limit rings are slidably sleeved together, and the limit rings are used to block the separation of two adjacent sliding tubes from each other. Therefore, when the hoisting spreader moves, pull the The limit tube moves, so the limit is realized during the movement of the hoisting spreader, thereby improving the safety of the hoisting equipment.
可选的,所述移动组件包括:Optionally, the moving component includes:
滑轨,所述滑轨设置在外悬轨道平台上;a slide rail, the slide rail is arranged on the outer suspension rail platform;
移动轮,所述移动轮转动设置在移动吊架上且滚动在滑轨,所述移动轮上开设有环形并用于限位的移动槽;a moving wheel, the moving wheel is rotatably arranged on the moving hanger and rolls on the slide rail, and the moving wheel is provided with a ring-shaped moving groove for position limit;
移动电机,所述移动电机设置在移动吊架上且与移动轮连接。The moving motor is arranged on the moving hanger and connected with the moving wheel.
通过采用上述技术方案,移动电机启动带动移动轮转动,而滑轨对移动轮的移动轨迹进行限位,因此移动轮转动带动移动吊架移动,从而实现移动电机启动带动移动吊架移动。By adopting the above technical solution, the moving motor starts to drive the moving wheel to rotate, and the slide rail limits the moving track of the moving wheel, so the rotation of the moving wheel drives the moving hanger to move, so that the moving motor starts to drive the moving hanger to move.
可选的,所述移动吊架上形成有供钢筋骨架通过的安装空间,所述移动吊架上开设有螺旋向上的导向槽,所述移动吊架设置有对移动吊架移动位置进行变换的变换机构,所述变换机构包括:Optionally, an installation space for the steel frame to pass through is formed on the mobile hanger, a spiral upward guide groove is formed on the mobile hanger, and the mobile hanger is provided with a device for changing the moving position of the mobile hanger. A conversion mechanism, the conversion mechanism includes:
移动套,所述移动套滑移设置在导向槽上;a moving sleeve, the moving sleeve is slidably arranged on the guide groove;
支撑脚,所述支撑脚设置在移动套上且转动设置有用于滚动在浇注完成的桥梁上的支撑轮,所述移动套上移能带动支撑脚和支撑轮转至安装空间之外;supporting feet, the supporting feet are arranged on the movable sleeve and are rotatably provided with supporting wheels for rolling on the bridge completed by casting, and the upward movement of the movable sleeve can drive the supporting feet and the supporting wheels to rotate outside the installation space;
支撑电机,所述支撑电机设置在支撑脚上且与支撑轮连接;a support motor, which is arranged on the support foot and connected with the support wheel;
升降组件,所述升降组件设置在移动吊架上且与移动套转动连接并用于驱动移动套上下移动。The lifting assembly is arranged on the moving hanger and is rotatably connected with the moving sleeve and is used to drive the moving sleeve to move up and down.
通过采用上述技术方案,当移动吊架的一端移出外悬轨道平台时,升降组件启动带动移动套下移,移动套下移在导向槽作用下发生转动,移动套转动带动支撑脚和支撑轮靠近安装空间转动,使得支撑轮放置到浇注完成的桥梁上进行支撑,因此移动吊架和支撑轮同时对吊装装备进行支撑,以此来提高了吊装装备的安全性。By adopting the above technical solution, when one end of the mobile hanger moves out of the externally suspended rail platform, the lifting component starts to drive the mobile sleeve to move down, the moving sleeve rotates under the action of the guide groove, and the rotation of the mobile sleeve drives the supporting feet and the supporting wheels to move closer to each other. The installation space rotates, so that the support wheel is placed on the bridge that has been poured for support. Therefore, the moving hanger and the support wheel support the hoisting equipment at the same time, thereby improving the safety of the hoisting equipment.
同时需要放下钢筋骨架时,升降组件启动带动移动套上移,移动套上移带动支撑轮上移同时转动远离钢筋骨架,然后即能放下钢筋骨架,因此设计安装空间大小时,在满足钢筋骨架移动同时使得安装空间最小化,使得移动吊架空置的距离的最小,从而能提高移动吊架的强度,因此放置空间最小化使得在放下钢筋骨架时,就需要将支撑脚和支撑轮转至放置空间外侧,从而降低了钢筋骨架下移与支撑脚发生碰撞的概率,以此来实现在提高移动吊架强度,同时也提高了吊装装备的安全性。At the same time, when the steel frame needs to be put down, the lifting component starts to drive the moving sleeve to move up, and the moving sleeve moves up to drive the support wheel to move up and rotate away from the steel frame. At the same time, the installation space is minimized, and the vacant distance of the mobile hanger is minimized, thereby improving the strength of the mobile hanger. Therefore, the placement space is minimized so that when the steel frame is lowered, the support feet and support wheels need to be turned to the outside of the placement space. , thereby reducing the probability of collision between the steel frame moving down and the supporting feet, so as to improve the strength of the mobile hanger and improve the safety of the hoisting equipment.
而支撑轮进入或转出安装空间时,支撑轮上下移动同时转动支撑脚和支撑轮,因此降低了支撑轮与桥梁上表面发生磨损的概率,从而提高了支撑轮的寿命,而且也能降低了支撑轮移动与桥梁的凹凸不平处发生碰撞的概率,因此在满足提高支撑轮寿命,同时也满足支撑脚和支撑轮进入或转出安装空间。When the support wheel enters or rotates out of the installation space, the support wheel moves up and down and simultaneously rotates the support feet and the support wheel, thus reducing the probability of wear of the support wheel and the upper surface of the bridge, thereby improving the life of the support wheel, and reducing the The probability of collision between the support wheel moving and the unevenness of the bridge, so it can improve the life of the support wheel, and also meet the need for the support foot and the support wheel to enter or rotate out of the installation space.
可选的,所述升降组件包括:Optionally, the lifting assembly includes:
安装套,所述安装套可拆卸设置在移动套上且靠近移动套一侧的侧壁上开设有环形的安装槽;an installation sleeve, the installation sleeve is detachably arranged on the movable sleeve, and an annular installation groove is opened on the side wall near the side of the movable sleeve;
伸缩杆,所述伸缩杆设置在移动吊架上且活塞杆上设置有转动设置在安装槽上的转动轮。The telescopic rod is provided on the mobile hanger, and the piston rod is provided with a rotating wheel which is rotatably provided on the installation groove.
通过采用上述技术方案,伸缩杆移动带动安装套移动,而安装套转动时带动转动轮转动,以此来实现伸缩杆带动移动套移动同时发生转动,而转动轮降低了运动时产生的摩擦力,从而实现带动移动套移动和转动,同时也实现节能环保的效果。By adopting the above technical solution, the movement of the telescopic rod drives the movement of the installation sleeve, and the rotation of the installation sleeve drives the rotation of the rotating wheel, so that the telescopic rod drives the movement of the movable sleeve to rotate at the same time, and the rotating wheel reduces the friction force generated during the movement, Therefore, the mobile sleeve is driven to move and rotate, and the effect of energy saving and environmental protection is also achieved.
可选的,所述安装套设置有两个且拼接在一起并通过安装螺钉与移动套可拆卸连接,两个所述安装套上均开设有供伸缩杆活塞杆通过的安装孔。Optionally, two mounting sleeves are provided and are spliced together and detachably connected to the moving sleeve through mounting screws, and both of the mounting sleeves are provided with mounting holes for the telescopic rod piston rod to pass through.
通过采用上述技术方案,分别拆卸两个安装套后即能实现转动轮与安装套和移动套的拆开,然后将两个安装套拼接在一起,同时使得伸缩杆活塞杆通过安装孔,接着将连个安装套固定安装到移动套上,以此来实现伸缩杆与安装套和移动套的安装和拆开。By adopting the above technical solution, the rotating wheel can be disassembled from the installation sleeve and the moving sleeve after the two installation sleeves are disassembled respectively, and then the two installation sleeves are spliced together, at the same time, the piston rod of the telescopic rod passes through the installation hole, and then the two installation sleeves are spliced together. An installation sleeve is fixedly installed on the movable sleeve, so as to realize the installation and disassembly of the telescopic rod, the installation sleeve and the movable sleeve.
第二方面,本申请提供的一种应用于钢筋骨架整体吊装装备的使用方法,采用如下的技术方案:In the second aspect, the application provided by the application is applied to the use method of the overall hoisting equipment of the steel frame, and adopts the following technical scheme:
一种应用于第一方面中所述钢筋骨架整体吊装装备的使用方法,包括以下步骤:A method of using the steel frame integral hoisting equipment described in the first aspect, comprising the following steps:
S1、将钢筋骨架运至吊装装备下方;S1. Transport the steel frame to the bottom of the hoisting equipment;
S2、起吊钢筋骨架,起吊组件启动带动吊装吊具下移,通过固定组件将吊装吊具与钢筋骨架连接在一起;S2. Lift the steel frame, the lifting component starts to drive the hoisting spreader to move down, and the hoisting spreader and the steel frame are connected together through the fixed component;
S3、起吊组件启动抬升钢筋骨架,然后将钢筋骨架运至待安装处,接着下移将钢筋骨架放置到安装处进行安装,最后解锁固定组件将吊装吊具与钢筋骨架拆开;S3. The hoisting component starts to lift the steel bar frame, and then transports the steel bar frame to the place to be installed, then moves down and places the steel bar frame at the installation place for installation, and finally unlocks the fixing component to disassemble the hoisting sling from the steel bar frame;
S4、最后浇注混凝土;S4. Finally pour concrete;
S4、重复S1-S4,继续下一次钢筋骨架的安装。S4, repeat S1-S4, and continue the installation of the next reinforcement frame.
通过采用上述技术方案,将钢筋骨架运输到吊装装备下方,吊装吊具下移,然后通过固定组件将吊装吊具固定安装到钢筋骨架上,然后吊装吊具上移抬升钢筋骨架,接着将钢筋骨架运至待安装处,然后将钢筋骨架放置到待安装处,然后解锁固定组件将吊装吊具和钢筋骨架拆开,最后浇注混凝土,使得浇注混凝土和浇注完成的桥梁连接在一起,接着继续重复下一次钢筋骨架的安装。By adopting the above technical solution, the steel bar frame is transported under the hoisting equipment, the hoisting and hoisting device is moved down, and then the hoisting and hoisting device is fixedly installed on the steel bar frame through the fixing component, and then the hoisting and hoisting device is moved up to lift the steel bar frame, and then the steel bar frame is moved. Transport it to the place to be installed, then place the steel skeleton at the place to be installed, then unlock the fixing assembly to disassemble the hoisting sling and the steel skeleton, and finally pour concrete so that the poured concrete and the poured bridge are connected together, and then continue to repeat the process. The installation of a steel frame.
综上所述,本申请包括以下至少一种有益技术效果:To sum up, the present application includes at least one of the following beneficial technical effects:
通过将钢筋骨架预先进行安装,然后对整个钢筋骨架进行起吊运输,然后浇注混凝土,从而提高了桥梁的施工效率,而且移动吊架从外悬轨道平台移出后能移至浇注完成后的桥梁上进行支撑,从而提高了钢筋骨架吊装过程中的安装性和稳定性,因此在提高桥梁施工效率,同时也提高了吊装装备的安全性。By pre-installing the steel skeleton, then lifting and transporting the entire steel skeleton, and then pouring concrete, the construction efficiency of the bridge is improved, and the mobile hanger can be moved to the bridge after the pouring is completed after being removed from the external suspension rail platform. Therefore, it improves the construction efficiency of the bridge and the safety of the hoisting equipment at the same time.
附图说明Description of drawings
图1是本申请的立体结构示意图;Fig. 1 is the three-dimensional structure schematic diagram of the present application;
图2是本申请中起吊组件的结构示意图;Fig. 2 is the structural representation of the hoisting assembly in this application;
图3是本申请中固定组件、连接组件的结构示意图,其中对连接座侧壁进行了剖视;3 is a schematic structural diagram of the fixing assembly and the connecting assembly in the present application, wherein a cross-sectional view of the side wall of the connecting seat;
图4是本申请中限位管和限位环的剖面示意图;4 is a schematic cross-sectional view of a limit tube and a limit ring in the present application;
图5是图1中A部的放大示意图;Fig. 5 is the enlarged schematic diagram of A part in Fig. 1;
图6是本申请中变换机构和升降组件的局部爆炸图。Figure 6 is a partial exploded view of the conversion mechanism and lift assembly in the present application.
附图标记:1、桥墩;11、外悬轨道平台;12、固定架;13、支撑台;14、安装空间;2、吊装机构;21、移动吊架;22、移动架;23、横梁架;24、避位孔;25、安装柱;26、导向槽;3、起吊组件;31、卷扬机;311、吊绳;32、吊装吊具;321、滑移腔;33、限位件;34、限位管;341、第一限位孔;342、第二限位孔;35、限位环;4、移动组件;41、滑轨;42、移动轮;43、移动电机;5、固定组件;51、滑移架;52、固定绳;53、挂钩;6、连接组件;61、第一滑动轮;62、第二滑动轮;63、第一滑动槽;64、第二滑动槽;65、连接座;66、第一连接槽;67、第二连接槽;68、第一安装轴;69、第二安装轴;7、变换机构;71、移动套;72、支撑脚;721、倾斜段;722、竖直段;723、支撑轮;73、支撑电机;8、升降组件;81、安装套;82、伸缩杆;83、安装槽;85、安装孔;86、转动轮。Reference numerals: 1. Bridge pier; 11. Externally suspended track platform; 12. Fixed frame; 13. Support platform; 14. Installation space; 2. Hoisting mechanism; 21. Mobile hanger; 22, Mobile frame; ; 24, avoidance hole; 25, installation column; 26, guide groove; 3, lifting component; 31, hoist; 311, sling; 32, hoisting sling; 321, slip cavity; 33, limiter; , limit tube; 341, first limit hole; 342, second limit hole; 35, limit ring; 4, moving component; 41, slide rail; 42, moving wheel; 43, moving motor; 5, fixed assembly; 51, sliding frame; 52, fixing rope; 53, hook; 6, connecting assembly; 61, first sliding wheel; 62, second sliding wheel; 63, first sliding groove; 64, second sliding groove; 65, connecting seat; 66, first connecting groove; 67, second connecting groove; 68, first installation shaft; 69, second installation shaft; 7, conversion mechanism; 71, moving sleeve; 72, supporting foot; 721, Inclined section; 722, vertical section; 723, support wheel; 73, support motor; 8, lift assembly; 81, installation sleeve; 82, telescopic rod; 83, installation slot; 85, installation hole; 86, rotating wheel.
具体实施方式Detailed ways
以下结合附图对1-6对本申请作进一步详细说明。The present application will be further described in detail below with reference to the accompanying drawings for 1-6.
本申请实施例公开一种钢筋骨架整体吊装装备及使用方法。The embodiment of the present application discloses an integral hoisting equipment for a steel skeleton and a method for using the same.
参照图1,钢筋骨架整体吊装装备包括设置在未浇注桥梁的桥墩1上的外悬轨道平台11,外悬轨道平台11上设置有吊装钢筋骨架整体的吊装机构2。Referring to FIG. 1 , the overall hoisting equipment for the steel frame includes an externally suspended
参照图1,外悬轨道平台11伸至浇注完成的桥梁处,外悬轨道平台11包括固定架12和支撑台13,固定架12固定安装在未浇筑完成桥梁的桥墩1上且伸至桥墩1两侧;而支撑台13固定安装在固定架12上表面上,且支撑台13设置有两个并位于桥墩1两侧,同时支撑台13顶端伸至桥墩1上方,且支撑台13长度方向平行于桥梁长度方向,而外悬轨道平台11在桥梁浇注完成后会能根据需要进行拆除,然后将外悬轨道平台11固定安装到后续未浇注完成桥梁处进行循环使用。Referring to FIG. 1 , the externally suspended
参照图1,吊装机构2包括移动吊架21、起吊组件3和移动组件4,移动吊架21包括两个移动架22和横梁架23,两个移动架22与两个支撑台13一一对应设置,且移动架22沿支撑台13长度方向滑移设置在支撑台13顶端上,同时移动架22长度方向和支撑台13长度方向平行;而横梁架23固定安装在两个移动架22顶端上,且横梁架23将两个移动架22固定连接在一起。1 , the hoisting mechanism 2 includes a mobile hanger 21 , a hoisting
参照图1和图2,起吊组件3设置在横梁架23上且用于对钢筋骨架进行起吊,起吊组件3水平间隔设置有多个,且起吊组件3数目至少为两个甚至更多,起吊组件3包括卷扬机31、吊装吊具32,卷扬机31固定安装在横梁架23上表面上,且卷扬机31设置有多个,卷扬机31数目至少为两个甚至更多,每个卷扬机31上均卷绕有吊绳311;吊装吊具32固定安装在多个吊绳311底端上,且吊装吊具32为底端形成有滑移腔321的框状结构。1 and 2 , the
参照图2和图3,吊装吊具32上设置有便于固定钢筋骨架的固定组件5,固定组件5包括滑移架51、固定绳52和挂钩53,滑移架51竖向滑移安装在滑移腔321上,且滑移架51底端伸至吊装吊具32下方,同时滑移架51能移至滑移腔321内,使得滑移架51和吊装吊具32两者下表面齐平;固定绳52一端与吊装吊具32上表面固定连接,而固定绳52另一端穿过吊装吊具32上表面且与滑移架51上表面固定连接。2 and 3 , the hoisting
参照图2和图3,固定绳52通过连接组件6与吊绳311连接,连接组件6包括第一滑动轮61和第二滑动轮62;第一滑动轮61和第二滑动轮62通过连接座65连接在一起,连接座65呈长方体状,连接座65顶端上开设有第一连接槽66,而连接座65底端开设有第二连接槽67,第一连接槽66上固定安装有第一安装轴68,而第二连接槽67上固定安装有第二安装轴69,第一安装轴68和第二安装轴69均呈水平状态且两者轴线相互垂直。2 and 3, the fixing
参照图2和图3,第一滑动轮61转动安装在第一安装轴68上,且第一滑动轮61上同轴开设有环形的第一滑动槽63,而第二滑动轮62转动安装在第二安装轴69上,且第二滑动轮62上同轴开设有环形的第二滑动槽64,吊绳311、固定绳52和卷扬机31均一一对应设置;吊绳311绕过第一滑动轮61后与卷扬机31连接,而固定绳52绕过第二滑动轮62,因此第一滑动槽63对吊绳311进行限位,第二滑动槽64对固定绳52进行限位。2 and 3, the first sliding wheel 61 is rotatably mounted on the first mounting
参照图2和图3,挂钩53固定安装在滑移架51下表面上,且挂钩53能伸至钢筋骨架内并水平间隔设置有多个,同时挂钩53能勾设到钢筋骨架的钢筋上,当挂钩53勾设到钢筋骨架的钢筋上时,挂钩53远离滑移架51的一端伸至钢筋骨架上方,且滑移架51上移带动挂钩53上移,能使得挂钩53远离滑移架51的一端抵压到吊装吊具32的下表面上,从而阻挡钢筋骨架与挂钩53脱离,而且吊装吊具32重量大于滑移架51和挂钩53的重量之和。2 and 3, the
参照图1和图3,卷扬机31启动使得吊绳311下移,吊绳311下移带动第一滑动轮61转动同时下移,第一滑动轮61下移带动连接座65和第二滑动轮62下移,第二滑动轮62带动固定绳52和吊装吊具32下移,使得吊装吊具32放置到钢筋骨架上表面上,然后固定绳52继续下移,而滑移架51和挂钩53在重力作用下继续下移,使得挂钩53伸至钢筋骨架内,然后移动吊架21移动带动吊装吊具32、滑移架51和挂钩53水平移动,使得挂钩53勾设到钢筋骨架的钢筋上,然后固定绳52上移,而吊装吊具32重量大于滑移架51和挂钩53重量之和,因此固定绳52上移带动滑移架51和挂钩53上移,使得挂钩53远离滑移架51的一端抵压到吊装吊具32上,然后固定绳52上移即能带动钢筋骨架、吊装吊具32和滑移架51同时上移。1 and 3 , the hoist 31 starts to move the suspending rope 311 downward, the downward movement of the suspending rope 311 drives the first sliding wheel 61 to rotate and moves downward, and the downward movement of the first sliding wheel 61 drives the connecting seat 65 and the second sliding wheel 62 Move down, the second sliding wheel 62 drives the fixed rope 52 and the hoisting sling 32 to move down, so that the hoisting sling 32 is placed on the upper surface of the steel frame, and then the fixed rope 52 continues to move down, while the sliding frame 51 and the hook 53 are Continue to move down under the action of gravity, so that the hook 53 extends into the steel skeleton, and then the mobile hanger 21 moves to drive the hoisting spreader 32, the sliding frame 51 and the hook 53 to move horizontally, so that the hook 53 is hooked on the steel bar of the steel skeleton, Then the fixed rope 52 moves up, and the weight of the hoisting sling 32 is greater than the sum of the weight of the sliding frame 51 and the hook 53 , so the upward movement of the fixing rope 52 drives the sliding frame 51 and the hook 53 to move up, so that the hook 53 is far away from the sliding frame 51 One end of the sling is pressed against the hoisting sling 32, and then the fixing rope 52 moves up to drive the steel skeleton, the hoisting sling 32 and the sliding frame 51 to move up at the same time.
参照图1、图2和图4,起吊组件3还包括限位件33,限位件33设置在横梁架23上且与吊装吊具32连接,同时限位件33用于对吊装吊具32进行限位,且限位件33水平间隔设置有多个;限位件33包括多个限位管34和多个限位环35,多个限位管34呈竖直状态,限位管34和限位环35直径均逐渐减小,且限位管34和限位环35相互移动套71设在一起,同时位于最高处的限位管34顶端固定安装在横梁架23的下表面上,而位于最低处的限位管34底端固定安装在吊装吊具32的上表面上。1 , 2 and 4 , the hoisting
参照图2和图4,限位管34上同轴开设有连接在一起的第一限位孔341和第二限位孔342,且第一限位孔341直径小于第二限位孔342;限位环35同轴固定安装限位管34一端的外侧壁上,且限位环35用于阻挡相邻两个限位管34相互脱离,同时前一个限位管34的第一限位孔341滑移套设在后一个限位管34上,且前一个限位管34的第二限位孔342滑移套设在后一个限位环35上。2 and 4 , the limiting
参照图1和图5,移动架22长度方向的两端上均开设有避位孔24,同时移动架22长度方向的两端上固定安装有竖直的安装柱25;吊装机构2还包括移动组件4,移动组件4设置在移动吊架21上且用于驱动移动吊架21移动,移动组件4设置有两个且位于两个支撑台13上,移动组件4包括滑轨41、移动轮42和移动电机43,滑轨41固定安装在支撑台13上表面上,且滑轨41长度方向和支撑台13长度方向平行,同时支撑台13截面呈梯形且顶端截面面积小于截面面积。1 and 5 , both ends of the moving
参照图1和图5,移动轮42水平转动安装在安装柱25底端上,且移动轮42转动方向轴线与滑轨41长度垂直,同时移动架22下表面上也沿滑轨41长度方向间隔设置有移动轮42,且移动轮42外侧壁上同轴开设有环形的移动槽,同时移动轮42滚动在滑轨41上,且滑轨41伸至移动槽44内对移动轮42进行限位,移动轮42转动带动移动架22移动;移动电机43固定安装在安装柱25侧壁上,且移动电机43输出轴与移动轮42连接。移动电机43启动带动移动轮42转动,移动轮42转动带动移动架22和横梁架23同时移动。1 and FIG. 5 , the moving
参照图1和图6,两个移动架22和横梁架23之间的空间形成有供钢筋骨架通过的安装空间14,安装柱25侧壁上开设有螺旋向上的导向槽26,移动架22能移至浇注完成的桥梁上,移动架22上设置有对移动吊架21移动位置进行变换的变换机构7。1 and 6 , the space between the two
参照图5和图6,变换机构7包括移动套71、支撑脚72、支撑电机73和升降组件8,移动套71竖向滑移套设在安装柱25上,且移动套71位于与避位孔24相对应处,同时移动套71上固定安装有伸至导向槽26内的导向柱,从而使得移动套71上下移动时能同时转动,同时导向柱从导向槽26顶端移至底端转动的角度为90度,使得移动套71转动的角度范围为90度。5 and 6, the
参照图1和图6,支撑脚72包括连接在一起的倾斜段721和竖直段722,倾斜段721一端固定安装在移动套71靠近安装空间14一侧的侧壁上,且倾斜段721倾斜向下设置并伸至安装空间14内;竖直段722位于倾斜段721远离移动套71的一端上,且竖直段722竖直向下设置,同时竖直段722底端水转动安装在有支撑轮723,且支撑轮723轴线和移动轮42轴线平行;当移动架22靠近完成浇注桥梁的一端移出支撑台13时,支撑轮723能支撑到浇注完成的桥梁上表面上进行支撑;支撑电机73固定安装在竖直段722侧壁上,且支撑电机73输出轴与支撑轮723连接,支撑电机73启动带动支撑轮723转动。1 and 6, the
参照图5和图6,升降组件8设置在移动架22上且与移动套71上表面转动连接,同时升降组件8用于驱动移动套71上下移动;升降组件8包括安装套81和伸缩杆82,安装套81设置有两个且呈半圆环状,同时安装套81由两个同心设置半圆环状结构配合组成,且安装套81均通过安装螺钉与移动套71顶端可拆卸连接;同时两个安装套81拼接在一起,且两个安装套81相对一侧的侧壁上均开设有安装孔85,两个安装套81上的安装孔85配合形成整个环形;安装套81靠近移动套71一侧的侧壁即下表面上开设有半环形的安装槽83,同时位于两个安装套81的安装槽83配合形成整个环形,且安装孔85轴线、安装槽83轴线和移动套71轴线均重合。5 and 6 , the lift assembly 8 is disposed on the moving
参照图5和图6,伸缩杆82可以为液压缸或电推杆,液压缸固定安装在位于移动套71上方的安装柱25侧壁上,且液压缸活塞杆竖直向下设置,同时液压缸活塞杆穿过安装孔85伸至安装槽83内,同时液压缸活塞杆上转动安装有滚动在安装槽83上的转动轮86,转动轮86厚度和安装槽83高度相同;因此拆卸安装套81后将转动轮86从安装槽83上取下,从而实现液压缸活塞杆与移动套71的拆卸。5 and 6, the
参照图1和图6,液压缸活塞杆上移带动安装套81和移动套71上移,移动套71上移在导向槽26作用向下朝向远离安装空间14一侧转动,因此移动套71带动支撑脚72和支撑轮723上移同时远离安装空间14,使得支撑脚72和支撑轮723转至安装空间14外侧,然后吊装吊具32即能下移放下钢筋骨架,从而降低了钢筋骨架与支撑脚72和支撑轮723发生碰撞的概率,同时也降低了移动架22回移重新运输钢筋骨架时,支撑脚72和支撑轮723与刚放下的钢筋骨架发生碰撞的概率。1 and 6 , the upward movement of the piston rod of the hydraulic cylinder drives the
本申请实施例的工作原理为:The working principle of the embodiment of the present application is:
钢筋骨架预先进行预制安装,移动电机43启动带动吊装吊具32移至钢筋骨架上方,然后卷扬机31启动下放吊绳311使得吊装吊具32下移,使得吊装吊具32放置到钢筋骨架上,然后下放吊绳311使得挂钩53伸至钢筋骨架内,然后吊装吊具32水平移动带动挂钩53勾设到钢筋骨架的钢筋上,然后卷扬机31启动带动吊绳311上移带动挂钩53上移,使得挂钩53抵压到吊装吊具32下表面上,然后吊绳311继续上移带动钢筋骨架上移,接着移动架22移动带动钢筋骨架水平移动,而当移动架22一端移至支撑台13外侧时,液压缸移动带动移动套71下移,移动套71下移带动支撑脚72和支撑轮723朝向安装空间14移动,使得支撑轮723支撑到浇注完成桥梁上表面上,支撑电机73启动带动支撑轮723转动,当钢筋骨架水平移动到位后,液压缸活塞杆上移带动支撑脚72和支撑轮723转至安装空间14外侧,然后即能放下钢筋骨架,然后浇注混凝土,使得浇注的混凝土和浇注完成的桥梁连接在一起,从而提高了桥梁的施工效率,而且移动架22移出支撑台13后移至浇注完成后的桥梁上进行支撑,从而提高了钢筋骨架吊装过程中的安装性和稳定性,因此在提高桥梁施工效率,同时也提高了吊装装备的安全性。The steel frame is prefabricated and installed in advance, the moving motor 43 is activated to drive the hoisting and spreader 32 to move above the steel frame, and then the hoist 31 is started to lower the sling 311 to make the hoisting spreader 32 move down, so that the hoisting and spreader 32 is placed on the steel frame, and then Lower the suspending rope 311 so that the hook 53 extends into the steel frame, and then the hoisting sling 32 moves horizontally to drive the hook 53 to hook on the steel bars of the steel frame, and then the hoist 31 starts to drive the suspending rope 311 to move up to drive the hook 53 to move up, so that the hook 53 is pressed against the lower surface of the hoisting sling 32, and then the suspending rope 311 continues to move up to drive the steel frame to move up, and then the moving frame 22 moves to drive the steel frame to move horizontally, and when one end of the moving frame 22 moves to the outside of the support table 13, The movement of the hydraulic cylinder drives the moving sleeve 71 to move down, and the moving sleeve 71 moves down to drive the support feet 72 and the support wheels 723 to move toward the installation space 14 , so that the support wheels 723 are supported on the upper surface of the bridge after the pouring is completed, and the support motor 73 is activated to drive the support wheels 723 Turn, when the steel skeleton moves horizontally in place, the piston rod of the hydraulic cylinder moves up to drive the support feet 72 and the support wheels 723 to the outside of the installation space 14, then the steel skeleton can be put down, and then concrete is poured, so that the poured concrete and the poured finished The bridges are connected together, thereby improving the construction efficiency of the bridge, and the moving frame 22 is moved out of the support table 13 and then moved to the bridge after the pouring is completed for support, thereby improving the installation and stability of the steel frame during the hoisting process. Improve the efficiency of bridge construction, but also improve the safety of hoisting equipment.
本申请实施例公开一种应用于钢筋骨架整体吊装装备的使用方法。The embodiment of the present application discloses a use method applied to an integral hoisting equipment for a steel frame.
参照图1和图2,钢筋骨架整体吊装装备及使用方法,包括以下步骤:Referring to Figure 1 and Figure 2, the overall hoisting equipment and use method of the steel frame, including the following steps:
S1、将钢筋骨架运至吊装装备下方;S1. Transport the steel frame to the bottom of the hoisting equipment;
S2、起吊钢筋骨架,卷扬机31启动带动吊装吊具32下移,然后通过固定组件5将吊装吊具32与钢筋骨架连接在一起;S2, hoist the steel bar frame, the hoist 31 is started to drive the hoisting
S3、起吊组件3启动抬升钢筋骨架,然后移动电机43启动带动钢筋骨架移至待安装处,接着下移将钢筋骨架放置到待安装处进行安装,最后解锁固定组件5将吊装吊具32与钢筋骨架拆开;S3. The
S4、最后浇注混凝土,使得浇注的混凝土与浇注完成的桥梁固定连接在一起;S4. Finally pour concrete, so that the poured concrete is fixedly connected with the poured bridge;
S5、重复S1-S4步骤,继续安装下一个钢筋骨架。S5. Repeat steps S1-S4, and continue to install the next steel frame.
本申请实施例的工作原理为:The working principle of the embodiment of the present application is:
将钢筋骨架运输到吊装装备下方,卷扬机31启动带动吊装吊具32下移,然后通过固定组件5将吊装吊具32固定安装到钢筋骨架上,然后吊装吊具32上移抬升钢筋骨架,接着将钢筋骨架运至待安装处,然后将钢筋骨架放置到待安装处,然后解锁固定组件5将吊装吊具32和钢筋骨架拆开,最后浇注混凝土,使得浇注混凝土和浇注完成的桥梁连接在一起,接着继续重复下一次钢筋骨架的安装。The steel frame is transported to the bottom of the hoisting equipment, the hoist 31 is started to drive the lifting and
以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。The above are all preferred embodiments of the present application, and are not intended to limit the protection scope of the present application. Therefore: all equivalent changes made according to the structure, shape and principle of the present application should be included in the protection scope of the present application. Inside.
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