CN203173684U - Component for hoisting reinforcement cage - Google Patents
Component for hoisting reinforcement cage Download PDFInfo
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- CN203173684U CN203173684U CN 201220650585 CN201220650585U CN203173684U CN 203173684 U CN203173684 U CN 203173684U CN 201220650585 CN201220650585 CN 201220650585 CN 201220650585 U CN201220650585 U CN 201220650585U CN 203173684 U CN203173684 U CN 203173684U
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- fixed pulley
- reinforcement cage
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 39
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 238000009434 installation Methods 0.000 claims abstract description 15
- 229910000926 A-3 tool steel Inorganic materials 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 238000000034 method Methods 0.000 description 10
- 238000005553 drilling Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
一种吊装钢筋笼的构件,属于吊装施工领域。其包括扁担梁、钢丝绳、吊钩及定滑轮,其特征在于:在所述扁担梁中心位置开有用于与吊车的主钩相连接的吊车主钩吊装孔,在吊车主钩吊装孔的两侧开有滑轮安装孔,滑轮安装孔上安装有定滑轮,钢丝绳绕过定滑轮与待吊起的钢筋笼连接;定滑轮通过挂钩安装在滑轮安装孔内;所述定滑轮与挂钩吊钩及定滑轮之间为套环,安装在的吊车主钩吊装孔内的吊钩与挂钩挂钩可自由旋转,钢丝绳可在定滑轮中自由滑动。本实用新型采用定滑轮及钢丝绳对钢筋笼进行控制,在仅用一台吊车的情况下对钢筋笼进行吊装,一定程度上在改善并节约原有施工条件下对于机械、人员、时间的使用,大大的节约了成本,且构造简单。
A component for hoisting a reinforcement cage belongs to the field of hoisting construction. It includes a shoulder pole beam, a steel wire rope, a hook and a fixed pulley, and is characterized in that: a crane main hook hoisting hole is opened at the center of the shoulder pole beam for connecting with the main hook of the crane, and on both sides of the crane main hook hoisting hole There is a pulley installation hole, and a fixed pulley is installed on the pulley installation hole. The steel wire rope bypasses the fixed pulley and connects with the steel cage to be hoisted; the fixed pulley is installed in the pulley installation hole through a hook; There is a collar between the pulleys, the hook and the hook hook installed in the hoisting hole of the main hook of the crane can rotate freely, and the wire rope can slide freely in the fixed pulley. The utility model adopts fixed pulleys and steel wire ropes to control the reinforcement cage, and only one crane is used to hoist the reinforcement cage, which improves and saves the use of machinery, personnel and time under the original construction conditions to a certain extent. The cost is greatly saved, and the structure is simple.
Description
技术领域 technical field
本发明涉及一种用于桥梁桩基施工中对于较长钢筋笼吊装的构件,属于吊装施工领域。 The invention relates to a component used for hoisting a relatively long reinforcement cage in bridge pile foundation construction, and belongs to the field of hoisting construction. the
背景技术 Background technique
在桩基施工中,为了吊装钢筋笼,使钢筋笼安装在钻孔内,通常使用吊车吊装的方法,按照常规方法,对于较长的钢筋笼,一般使用两台吊车。施工中在钢筋笼的前中部位置使用一台吊车(主吊车),钢筋笼的尾部使用另一台吊车(副吊车)进行吊装,两台吊车相互配合,主吊车将钢筋笼上部吊起,副吊车配合使钢筋笼离开地面,副吊车通过调整吊绳高度对钢筋笼进行调整,直至钢筋笼垂直。因而采用这种方法,对机械使用量较大,需用两台吊车,用时较长,对机械操作手的技术要求高。 In pile foundation construction, in order to hoist the reinforcement cage and install the reinforcement cage in the borehole, the method of hoisting by crane is usually used. According to the conventional method, two cranes are generally used for the longer reinforcement cage. During construction, one crane (main crane) is used at the front and middle of the reinforcement cage, and another crane (auxiliary crane) is used to hoist the tail of the reinforcement cage. The two cranes cooperate with each other. The crane cooperates to make the reinforcement cage leave the ground, and the auxiliary crane adjusts the reinforcement cage by adjusting the height of the lifting rope until the reinforcement cage is vertical. Thereby adopting this method requires a large amount of mechanical usage, requires two cranes, takes a long time, and requires high technical requirements for the mechanical operator. the
而 and
实用新型内容 Utility model content
为了克服上述问题,本发明提出使用一种新型构件,可以最大程度上的改善并节约原有施工条件下对于机械、人员、时间的使用,且构造比较简单,对客观条件要求低,适宜广泛使用。 In order to overcome the above problems, the present invention proposes to use a new type of component, which can improve and save the use of machinery, personnel and time under the original construction conditions to the greatest extent, and has a relatively simple structure, low requirements on objective conditions, and is suitable for wide use . the
其具体技术方案如下: Its specific technical scheme is as follows:
一种吊装钢筋笼的构件,其包括扁担梁、钢丝绳、吊钩及定滑轮1,在所述扁担梁中心位置开有用于与吊车的主钩相连接的吊车主钩吊装孔2,在吊车主钩吊装孔2的两侧开有滑轮安装孔3,滑轮安装孔3上安装有定滑轮1,钢丝绳绕过定滑轮1与待吊起的钢筋笼连接;定滑轮1通过挂钩安装在滑轮安装孔3内;所述定滑轮1与挂钩之间及定滑轮1之间为套环,安装在吊车主钩吊装孔2内的吊钩与挂钩可自由旋转,钢丝绳可在定滑轮1中自由滑动。
A component for hoisting a reinforcement cage, which includes a shoulder pole beam, a steel wire rope, a hook and a fixed
所用钢丝绳直径为16mm。 The diameter of the wire rope used is 16mm. the
定滑轮1的材质不低于A3钢,扁担梁所选用的钢板厚度为10mm。
The material of the
所述的扁担梁两侧的滑轮安装孔3之间的最大距离略大于待吊装的钢筋笼的直径。
The maximum distance between the
本实用新型的制作方法如下: The manufacture method of the present utility model is as follows:
首先用厚度为10mm的钢板,根据使用要求做成构件所用的扁担梁,将扁担梁的两端安装定滑轮构件,并且检验其安全度符合要求。在定滑轮上安装钢丝绳,将钢丝绳的两个末端利用马刀扣固定在钢筋笼的上部及中部,然后将吊车小吊钩的钢丝绳安装在钢筋笼的尾部。 First of all, use a steel plate with a thickness of 10mm to make a pole beam for the components according to the use requirements, install the fixed pulley components at both ends of the pole beam, and check that its safety meets the requirements. Install the wire rope on the fixed pulley, fix the two ends of the wire rope on the upper and middle parts of the reinforcement cage with a saber buckle, and then install the wire rope of the small hook of the crane on the tail of the reinforcement cage. the
本实用新型的使用过程如下: The use process of the utility model is as follows:
吊装时,首先用小吊钩将钢筋笼下部抬升,使其即将离开地面,之后提升大吊钩,使钢 筋笼上部与地面成60°。然后再提升小钩,使钢筋笼整体脱离地面悬空,转动吊车长臂,在钻孔位置调整钢筋笼垂直度,下降小钩,使钢筋笼与钻孔基本竖直。最后利用本装置的定滑轮使钢筋笼在垂直过程中调整角度,待与钻孔彻底竖直后拆除小钩,这样钢筋笼完全由大吊钩吊起,完成钢筋笼进入孔前的吊装。 When hoisting, first use the small hook to lift the lower part of the steel cage so that it is about to leave the ground, and then lift the large hook so that the upper part of the steel cage is 60° from the ground. Then raise the small hook to make the whole reinforcement cage suspended from the ground, turn the long arm of the crane, adjust the verticality of the reinforcement cage at the drilling position, and lower the small hook so that the reinforcement cage and the drilling hole are basically vertical. Finally, use the fixed pulley of the device to adjust the angle of the reinforcement cage during the vertical process, and remove the small hook after it is completely vertical to the drilled hole, so that the reinforcement cage is completely lifted by the large hook, and the hoisting before the reinforcement cage enters the hole is completed. the
本实用新型可以获得如下有益效果: The utility model can obtain the following beneficial effects:
本实用新型使用“扁担梁”配合定滑轮的方法可以仅使用一台吊车,在施工中减少了施工占地,节约了施工时间及机械成本,提高了工作效率。 The utility model uses the "shoulder pole beam" and the fixed pulley method to use only one crane, which reduces the construction area during construction, saves construction time and mechanical costs, and improves work efficiency. the
附图说明 Description of drawings
图1使用本实用新型构件吊装过程图; Fig. 1 uses the utility model component hoisting process diagram;
图2本实用新型构件的扁担梁的结构示意图; The structural representation of the pole beam of Fig. 2 utility model member;
图3为挂钩与滑轮的细节图。 Figure 3 is a detailed view of the hook and the pulley. the
图中:1、定滑轮,2、吊车主钩吊装孔,3,滑轮安装孔。 Among the figure: 1, the fixed pulley, 2, the main hook hoisting hole of the crane, 3, the pulley mounting hole. the
具体实施方式 Detailed ways
下面结合附图对本实用新型对具体说明: Below in conjunction with accompanying drawing the utility model is described in detail:
如图1至图3所示的一种吊装钢筋笼的构件,其包括扁担梁、钢丝绳、吊钩及定滑轮1,其特征在于:在所述扁担梁中心位置开有用于与吊车的主钩相连接的吊车主钩吊装孔2,在吊车主钩吊装孔2的两侧开有滑轮安装孔3,滑轮安装孔3上安装有定滑轮,钢丝绳绕过定滑轮1与待吊起的钢筋笼连接;定滑轮1通过挂钩安装在滑轮安装孔3内;所述定滑轮1与挂钩吊钩及定滑轮1之间为套环,安装在吊车主钩吊装孔2内的吊钩与挂钩可自由旋转,钢丝绳可在定滑轮1中自由滑动。
As shown in Figures 1 to 3, a member for hoisting a reinforcement cage includes a pole beam, a steel wire rope, a hook and a fixed
所用钢丝绳直径为16mm。 The diameter of the wire rope used is 16mm. the
定滑轮1的材质不低于A3钢,扁担梁所选用的钢板厚度为10mm。
The material of the
所述的扁担梁两侧的滑轮安装孔3之间的最大距离略大于待吊装的钢筋笼的直径。
The maximum distance between the
本发明的吊装钢筋笼的构件在实际中的应用: The member of hoisting reinforcement cage of the present invention is applied in practice:
在钢筋笼制作完成后,运至现场,首先将“扁担梁”安装在吊车大钩上,并根据吊装钢筋笼的大小将构件安装在适合的滑轮安装孔位上。将吊装用的钢丝绳通过定滑轮分别绑在钢筋笼的上部与中部。然后将小吊钩钢丝绳安装在钢筋笼尾部。 After the reinforcement cage is manufactured, it is transported to the site. First, install the "horse pole beam" on the hook of the crane, and install the components on the appropriate pulley installation holes according to the size of the hoisting reinforcement cage. Bind the steel wire ropes used for hoisting to the upper and middle parts of the reinforcement cage respectively through fixed pulleys. Then install the small hook wire rope at the end of the reinforcement cage. the
在吊装过程中,先提升小吊钩使钢筋笼的下部即将离开地面,之后提升大钩,使上部抬升,通过定滑轮的调节作用保证钢筋笼稳定,待大吊钩提升至一定高度与地面成60°时,提升小吊钩,使钢筋笼脱离地面。待钢筋笼提升到与成的孔基本竖直后,慢慢放下小钩使钢筋笼保持竖直,此时扁担梁距离钢筋笼顶部40cm—60cm即可,卸下小吊钩钢丝绳即可。 During the hoisting process, firstly lift the small hook so that the lower part of the steel cage is about to leave the ground, then lift the big hook to lift the upper part, and ensure the stability of the steel cage through the adjustment of the fixed pulley. At 60°, lift the small hook to make the steel cage off the ground. After the reinforcement cage is raised to the point where the formed hole is basically vertical, slowly lower the small hook to keep the reinforcement cage vertical. At this time, the distance between the shoulder pole beam and the top of the reinforcement cage is 40cm-60cm, and the small hook wire rope can be removed. the
通过这样的方法调运钢筋笼可以有效缩短时间,只使用一台吊车,大大的提升了经济效益,有效的完成了钢筋笼的吊装。而且操作比较简单。 Using this method to transport the steel cage can effectively shorten the time. Only one crane is used, which greatly improves the economic benefits and effectively completes the hoisting of the steel cage. And the operation is relatively simple. the
综上所述,采用这种新型构件吊装钢筋笼的施工方法,不但节省了施工时间,而且具有较好的可操作性和经济性等特点,具有较高的推广应用价值。 To sum up, the construction method of hoisting steel cages with this new type of components not only saves construction time, but also has the characteristics of good operability and economy, and has high promotion and application value. the
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220650585 CN203173684U (en) | 2012-11-29 | 2012-11-29 | Component for hoisting reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220650585 CN203173684U (en) | 2012-11-29 | 2012-11-29 | Component for hoisting reinforcement cage |
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| Publication Number | Publication Date |
|---|---|
| CN203173684U true CN203173684U (en) | 2013-09-04 |
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| CN 201220650585 Expired - Fee Related CN203173684U (en) | 2012-11-29 | 2012-11-29 | Component for hoisting reinforcement cage |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103693547A (en) * | 2013-12-16 | 2014-04-02 | 上海市机械施工集团有限公司 | Self-balance hoisting tool and hoisting method for specially-shaped component |
| CN103741719A (en) * | 2013-11-29 | 2014-04-23 | 中交第二航务工程局有限公司 | Reinforcing cage guiding moving system and method |
| CN105645248A (en) * | 2016-03-24 | 2016-06-08 | 中交第四公路工程局有限公司 | Reinforcement cage lifting device and method |
| CN108086309A (en) * | 2017-12-14 | 2018-05-29 | 中交第四航务工程局有限公司 | A kind of mini pile cages installation method |
| CN110217686A (en) * | 2019-05-18 | 2019-09-10 | 陕西建工第五建设集团有限公司 | A kind of put down based on the flat steel reinforcement cage for hanging equipment of steel reinforcement cage hangs method |
| CN110745683A (en) * | 2019-10-17 | 2020-02-04 | 中铁科工集团装备工程有限公司 | Hoisting device and method for reinforcement cage of underground continuous wall |
-
2012
- 2012-11-29 CN CN 201220650585 patent/CN203173684U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741719A (en) * | 2013-11-29 | 2014-04-23 | 中交第二航务工程局有限公司 | Reinforcing cage guiding moving system and method |
| CN103693547A (en) * | 2013-12-16 | 2014-04-02 | 上海市机械施工集团有限公司 | Self-balance hoisting tool and hoisting method for specially-shaped component |
| CN103693547B (en) * | 2013-12-16 | 2016-08-17 | 上海市机械施工集团有限公司 | The hanging method of special-shaped component |
| CN105645248A (en) * | 2016-03-24 | 2016-06-08 | 中交第四公路工程局有限公司 | Reinforcement cage lifting device and method |
| CN105645248B (en) * | 2016-03-24 | 2017-08-08 | 中交第四公路工程局有限公司 | A kind of steel reinforcement cage lifting device and method |
| CN108086309A (en) * | 2017-12-14 | 2018-05-29 | 中交第四航务工程局有限公司 | A kind of mini pile cages installation method |
| CN108086309B (en) * | 2017-12-14 | 2023-11-21 | 中交第四航务工程局有限公司 | Mini pile reinforcement cage installation method |
| CN110217686A (en) * | 2019-05-18 | 2019-09-10 | 陕西建工第五建设集团有限公司 | A kind of put down based on the flat steel reinforcement cage for hanging equipment of steel reinforcement cage hangs method |
| CN110217686B (en) * | 2019-05-18 | 2020-08-11 | 陕西建工第五建设集团有限公司 | A method of horizontal hoisting of reinforcing steel cages based on horizontal hoisting equipment of reinforcing steel cages |
| CN110745683A (en) * | 2019-10-17 | 2020-02-04 | 中铁科工集团装备工程有限公司 | Hoisting device and method for reinforcement cage of underground continuous wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CU01 | Correction of utility model |
Correction item: Patentee Correct: BRIDGE & TUNNEL ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. False: BRIDGE & TUNNEL ENGINEERING CO LTD OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Number: 36 Page: The title page Volume: 29 |
|
| CU03 | Publication of corrected utility model |
Correction item: Patentee Correct: BRIDGE & TUNNEL ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. False: BRIDGE & TUNNEL ENGINEERING CO LTD OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Number: 36 Volume: 29 |
|
| ERR | Gazette correction |
Free format text: CORRECT: PATENTEE; FROM: BRIDGE + TUNNEL ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING CO., LTD. TO: CCCC FIRST HIGHWAY BRIDGE AND TUNNEL ENGINEERING CO., LTD. |
|
| RECT | Rectification | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 074000, 98 North Main Street, Baoding, Hebei, Gaobeidian Co-patentee after: BRIDGE & TUNNEL ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Patentee after: CHINA FIRST HIGHWAY ENGINEERING Co.,Ltd. Address before: 074000, 98 North Main Street, Baoding, Hebei, Gaobeidian Co-patentee before: BRIDGE & TUNNEL ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Patentee before: CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130904 Termination date: 20211129 |