CN210150563U - Steel reinforcement framework lifting appliance suitable for lifting prefabricated section beam - Google Patents
Steel reinforcement framework lifting appliance suitable for lifting prefabricated section beam Download PDFInfo
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- CN210150563U CN210150563U CN201920959459.2U CN201920959459U CN210150563U CN 210150563 U CN210150563 U CN 210150563U CN 201920959459 U CN201920959459 U CN 201920959459U CN 210150563 U CN210150563 U CN 210150563U
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Abstract
Description
技术领域technical field
本实用新型涉及建筑施工的技术领域,具体涉及一种适用于预制节段梁吊装的钢筋骨架吊具。The utility model relates to the technical field of building construction, in particular to a steel skeleton hanger suitable for hoisting prefabricated segment beams.
背景技术Background technique
现有的用于预制节段梁吊装的吊具只能满足几种不同梁段,对梁长较长及较短的预制节段梁吊装时,预制节段梁在吊具上可能会发生受力不均匀,影响在吊具上在吊具上的稳定性,而吊具自身因受力不均也易发生变形,直接影响实际的施工质量。实际使用的预制节段梁的梁长由1.66m到4.1m共计11种不同梁型,在施工过程中,每条节段梁预制生产线需要用到3种梁段的吊具以适用于不同预制节段梁,而在吊装不同梁型时需更换吊具,大大降低了施工功效、增加了龙门吊的占有率及增加了人工成本。Existing slings for hoisting prefabricated segmental beams can only meet several different beam segments. When hoisting prefabricated segmental beams with longer and shorter beam lengths, the prefabricated segmental beams may suffer damage on the sling. The uneven force affects the stability of the spreader on the spreader, and the spreader itself is prone to deformation due to uneven force, which directly affects the actual construction quality. The beam length of the prefabricated segmental beams actually used ranges from 1.66m to 4.1m, a total of 11 different beam types. During the construction process, each segmental beam prefabrication production line needs to use 3 types of beam spreaders to be suitable for different prefabricated beams. It is necessary to replace the spreader when hoisting different beam types, which greatly reduces the construction efficiency, increases the occupancy rate of the gantry crane and increases the labor cost.
中国专利公开号为CN208197158U的实用新型属于预制箱梁钢筋的制作,具体涉及一种节段预制箱梁的钢筋胎吊具。提出的一种节段预制箱梁的钢筋胎吊具具有平行设置的两根下弦杆;两根下弦杆上焊接有多根沿下弦杆长度方向设置的横连杆,且横连杆的长度大于两根下弦杆之间的距离;每根横连杆上具有沿其长度方向均布的吊钩;钢筋胎吊具还具有平行于所述的下弦杆设置的上弦杆;上弦杆为两根,两根上弦杆分别位于两个所述下弦杆的上方;上弦杆与所对应的下弦杆之间通过多根间隔设置的支撑杆、斜杆连接为一体;支撑杆垂直于上弦杆、下弦杆设置;上弦杆的上端面安装有沿其长度方向设置的吊环;吊环与吊钩均与起吊设备连接。本实用新型有效避免了在吊装过程中发生变形和扭曲。The utility model with the Chinese Patent Publication No. CN208197158U belongs to the manufacture of prefabricated box girder steel bars, and specifically relates to a steel bar tire hanger for segmental prefabricated box girder. The steel tire hanger of a segment prefabricated box girder proposed has two lower chords arranged in parallel; a plurality of transverse links arranged along the length direction of the lower chords are welded on the two lower chords, and the length of the transverse links is greater than The distance between the two lower chords; each horizontal link has hooks evenly distributed along its length direction; the reinforced tire spreader also has an upper chord arranged parallel to the lower chord; the upper chord is two, The two upper chord rods are respectively located above the two lower chord rods; the upper chord rod and the corresponding lower chord rod are connected as a whole by a plurality of supporting rods and inclined rods arranged at intervals; the supporting rod is perpendicular to the upper chord rod and the lower chord rod. ; The upper end face of the upper chord rod is provided with a lifting ring arranged along its length direction; the lifting ring and the hook are connected with the lifting equipment. The utility model effectively avoids deformation and distortion during the hoisting process.
上述对比文件仅仅解决了本申请中所提到的部分技术问题,并没有很好地解决了本申请所提出的全部的技术问题。The above reference documents only solve some of the technical problems mentioned in the present application, and do not solve all the technical problems proposed in the present application well.
实用新型内容Utility model content
本实用新型的目的在于提供一种适用于预制节段梁吊装的钢筋骨架吊具,以解决现有技术中导致的上述缺陷。The purpose of the present utility model is to provide a steel frame hanger suitable for the hoisting of prefabricated segment beams, so as to solve the above-mentioned defects caused in the prior art.
一种适用于预制节段梁吊装的钢筋骨架吊具,包括矩形钢,所述矩形钢设有两个并前后平行设置,前后两个矩形钢之间均布焊接有工字钢一,所述矩形钢上均布设有上下贯通并用于螺栓连接的安装孔,所述矩形钢的上方均布设有前后朝向的工字钢二,所述工字钢二通过长螺栓均布安装在矩形钢上,所述矩形钢的上表面靠中间均布垂直焊接有工字钢三,所述工字钢三的上端面焊接有工字钢四,前后两个工字钢四之间均布焊接有工字钢五,所述工字钢五的两端设有倾斜向下的工字钢六,所述工字钢六的两端分别与工字钢四和矩形钢焊接,所述矩形钢的上表面靠两边均布焊接有起吊环,所述工字钢二的前后两端均悬伸超出前后两个矩形钢,所述工字钢二在矩形钢的外侧设有N1个起吊组件,所述工字钢二在矩形钢的内侧设有N2个起吊组件,所述N1大于等于1,所述N2大于等于3。A steel skeleton hanger suitable for hoisting prefabricated segment beams, including rectangular steel, two rectangular steels are arranged in parallel at the front and rear, and I-beams are uniformly welded between the front and rear rectangular steels. The rectangular steel is evenly provided with mounting holes that penetrate up and down and are used for bolt connection, the upper part of the rectangular steel is evenly distributed with two I-beams facing forward and backward, and the second I-beams are evenly installed on the rectangular steel by long bolts, The upper surface of the rectangular steel is uniformly distributed and vertically welded with I-beam three, the upper end face of the I-beam three is welded with I-beam four, and I-beams are welded evenly between the front and rear two I-beam four.
优选的,所述起吊组件包括钢筋环和连接件,所述钢筋环由钢筋弯折成环并首尾焊接而成,所述钢筋环套接在工字钢二上,所述钢筋环上套有吊环,所述吊环螺纹安装在连接件的上部,所述吊环的下部螺纹安装有螺杆,所述螺杆的下端部焊接有吊钩,所述螺杆和吊钩为一体成型件。Preferably, the hoisting assembly includes a reinforcing bar ring and a connecting piece, the reinforcing bar ring is formed by bending the reinforcing bar into a ring and welding end to end, the reinforcing bar ring is sleeved on the second I-beam, and the reinforcing bar ring is sleeved with The lifting ring is threadedly mounted on the upper part of the connecting piece, the lower thread of the lifting ring is mounted with a screw rod, the lower end of the screw rod is welded with a lifting hook, and the screw rod and the lifting hook are integrally formed.
优选的,所述工字钢二的上表面的两端焊接有L型的挡板。Preferably, L-shaped baffles are welded on both ends of the upper surface of the second I-beam.
优选的,所述工字钢二的上表面在矩形钢的正上方焊接有J型的挂钩。Preferably, the upper surface of the second I-beam is welded with a J-shaped hook directly above the rectangular steel.
本实用新型的优点:本实用新型通过在吊钩上挂着预制节段梁钢筋骨架,根据预制节段梁钢筋骨架的实际梁长,在实际起吊时,可选择适合数量的工字钢二及其上对应的起吊组件,而起吊组件是套接在工字钢二上的,所以,起吊组件可根据实际需要调节其在各个工字钢二上的分布情况,而工字钢二是通过长螺栓固定在矩形钢上的,所以,工字钢二可根据实际需要调节其在矩形钢上的分布情况。本实用新型中的适用于预制节段梁钢筋骨架吊装的吊具具有适用性好、调节方便的特点,解决了传统吊具适用性低导致设备占有率高,以及在吊装过程中受力不均导致变形的技术问题。Advantages of the utility model: The utility model hangs the prefabricated segment beam steel skeleton on the hook, and according to the actual beam length of the prefabricated segment beam reinforced skeleton, when actually hoisting, a suitable number of I-beam two and The corresponding hoisting component on it, and the hoisting component is sleeved on the second I-beam, so the hoisting component can adjust its distribution on each second I-beam according to actual needs, and the second I-beam is through the length. The bolts are fixed on the rectangular steel, so the I-beam II can adjust its distribution on the rectangular steel according to the actual needs. The sling suitable for hoisting the steel frame of the prefabricated segment beam in the utility model has the characteristics of good applicability and convenient adjustment, which solves the problem of the low applicability of the traditional sling resulting in high equipment occupancy rate and uneven force in the hoisting process. Technical issues causing deformation.
附图说明Description of drawings
图1为本实用新型整体三维的结构示意图。FIG. 1 is a schematic diagram of the overall three-dimensional structure of the utility model.
图2为本实用新型整体正视的结构示意图。FIG. 2 is a schematic structural diagram of the utility model as a whole, viewed from the front.
图3为本实用新型整体侧视的结构示意图。FIG. 3 is a schematic structural diagram of the overall side view of the utility model.
图4为吊装组件在工字钢二上的结构示意图。FIG. 4 is a schematic diagram of the structure of the hoisting assembly on the second I-beam.
图5为吊装组件的结构示意图。FIG. 5 is a schematic structural diagram of a hoisting assembly.
图6为起吊环的结构示意图。Figure 6 is a schematic diagram of the structure of the lifting ring.
其中,1-矩形钢;2-工字钢一;3-工字钢二;4-长螺栓;5-工字钢三;6-工字钢四;7-工字钢五;8-工字钢六;9-起吊环;10-钢筋环;11-吊环;12-连接件;13-螺杆;14-吊钩;15-挡板;16-挂钩。Among them, 1-rectangular steel; 2-I-beam one; 3-I-beam two; 4-long bolt; 5-I-beam three; 6-I-beam four; 7-I-beam five; 8-I-beam Steel six; 9- lifting ring; 10- steel ring; 11- lifting ring; 12- connecting piece; 13- screw; 14- hook; 15- baffle plate; 16- hook.
具体实施方式Detailed ways
为使本实用新型实现的技术手段、创作特征、达成目的与功效易于明白了解,下面结合具体实施方式,进一步阐述本实用新型。In order to make the technical means, creation features, achievement goals and effects of the present invention easy to understand and understand, the present invention will be further described below with reference to the specific embodiments.
如图1至图6所示,一种适用于预制节段梁吊装的钢筋骨架吊具,包括矩形钢1,所述矩形钢1设有两个并前后平行设置,前后两个矩形钢1之间均布焊接有工字钢一2,所述矩形钢1上均布设有上下贯通并用于螺栓连接的安装孔101,所述矩形钢1的上方均布设有前后朝向的工字钢二3,所述工字钢二3通过长螺栓4均布安装在矩形钢1上,所述矩形钢1的上表面靠中间均布垂直焊接有工字钢三5,所述工字钢三5的上端面焊接有工字钢四6,前后两个工字钢四6之间均布焊接有工字钢五7,所述工字钢五7的两端设有倾斜向下的工字钢六8,所述工字钢六8的两端分别与工字钢四6和矩形钢1焊接,所述矩形钢1的上表面靠两边均布焊接有起吊环9,所述工字钢二3的前后两端均悬伸超出前后两个矩形钢1,所述工字钢二3在矩形钢1的外侧设有N1个起吊组件,所述工字钢二3在矩形钢1的内侧设有N2个起吊组件,所述N1大于等于1,所述N2大于等于3。As shown in Figures 1 to 6, a steel frame hanger suitable for hoisting prefabricated segment beams includes a rectangular steel 1. Two rectangular steels 1 are provided and arranged in parallel at the front and rear. I-beams 1 2 are uniformly welded between them, and the rectangular steel 1 is evenly provided with
在本实施例中,所述起吊组件包括钢筋环10和连接件12,所述钢筋环10由钢筋弯折成环并首尾焊接而成,所述钢筋环10套接在工字钢二3上,所述钢筋环10上套有吊环11,所述吊环11螺纹安装在连接件12的上部,所述吊环11的下部螺纹安装有螺杆13,所述螺杆13的下端部焊接有吊钩14,所述螺杆13和吊钩14为一体成型件。In this embodiment, the hoisting assembly includes a
在本实施例中,所述工字钢二3的上表面的两端焊接有L型的挡板15。挡板15可防止位于矩形钢1外侧的起吊组件滑出。In this embodiment, L-
在本实施例中,所述工字钢二3的上表面在矩形钢1的正上方焊接有J型的挂钩16。当起吊组件暂时不使用时,为防止吊钩14与别的东西发生干涉,可将吊钩14挂到挂钩16上。In this embodiment, a J-
综上所述,本实用新型通过在吊钩上挂着预制节段梁钢筋骨架,根据预制节段梁钢筋骨架的实际梁长,在实际起吊时,可选择适合数量的工字钢二及其上对应的起吊组件,而起吊组件是套接在工字钢二上的,所以,起吊组件可根据实际需要调节其在各个工字钢二上的分布情况,而工字钢二是通过长螺栓固定在矩形钢上的,所以,工字钢二可根据实际需要调节其在矩形钢上的分布情况。本实用新型中的适用于预制节段梁钢筋骨架吊装的吊具具有适用性好、调节方便的特点,解决了传统吊具适用性低导致设备占有率高,以及在吊装过程中受力不均导致变形的技术问题。To sum up, the utility model hangs the prefabricated section beam steel skeleton on the hook, and according to the actual beam length of the prefabricated section beam steel skeleton, during the actual lifting, you can select a suitable number of I-beams and their reinforced beams. The corresponding hoisting components on the I-beam, and the hoisting components are sleeved on the second I-beam, so the hoisting component can adjust its distribution on the second I-beam according to actual needs, and the second I-beam is through long bolts It is fixed on the rectangular steel, so the I-beam II can adjust its distribution on the rectangular steel according to the actual needs. The sling suitable for hoisting the steel frame of the prefabricated segment beam in the utility model has the characteristics of good applicability and convenient adjustment, which solves the problem of the low applicability of the traditional sling resulting in high equipment occupancy rate and uneven force in the hoisting process. Technical issues causing deformation.
因此,上述公开的实施方案,就各方面而言,都只是举例说明,并不是仅有的。所有在本实用新型范围内或在等同于本实用新型的范围内的改变均被本实用新型包含。Accordingly, the above-disclosed embodiments are, in all respects, illustrative and not exclusive. All changes within the scope of the present invention or within the scope equivalent to the present invention are included in the present invention.
Claims (4)
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| Application Number | Priority Date | Filing Date | Title |
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| CN201920959459.2U CN210150563U (en) | 2019-06-25 | 2019-06-25 | Steel reinforcement framework lifting appliance suitable for lifting prefabricated section beam |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111591889A (en) * | 2020-04-08 | 2020-08-28 | 中船第九设计研究院工程有限公司 | Installation method of translation type crane beam |
| CN113104721A (en) * | 2021-04-19 | 2021-07-13 | 中建八局第四建设有限公司 | Long span bent cap framework of steel reinforcement installation lifting device |
| CN115452349A (en) * | 2022-09-16 | 2022-12-09 | 中交第二航务工程局有限公司 | Test base of steel bar part and test method thereof |
-
2019
- 2019-06-25 CN CN201920959459.2U patent/CN210150563U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111591889A (en) * | 2020-04-08 | 2020-08-28 | 中船第九设计研究院工程有限公司 | Installation method of translation type crane beam |
| CN113104721A (en) * | 2021-04-19 | 2021-07-13 | 中建八局第四建设有限公司 | Long span bent cap framework of steel reinforcement installation lifting device |
| CN113104721B (en) * | 2021-04-19 | 2022-08-26 | 中建八局第四建设有限公司 | Long span bent cap framework of steel reinforcement installation lifting device |
| CN115452349A (en) * | 2022-09-16 | 2022-12-09 | 中交第二航务工程局有限公司 | Test base of steel bar part and test method thereof |
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