CN206385463U - A kind of anchor ear construction auxiliary hanging basket instrument - Google Patents
A kind of anchor ear construction auxiliary hanging basket instrument Download PDFInfo
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- CN206385463U CN206385463U CN201621314210.9U CN201621314210U CN206385463U CN 206385463 U CN206385463 U CN 206385463U CN 201621314210 U CN201621314210 U CN 201621314210U CN 206385463 U CN206385463 U CN 206385463U
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- hanging basket
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Abstract
一种抱箍施工辅助吊篮工具,包括上框、底框、防护支架、第一横管和活动垫板,上框卡装在墩柱上平面,墩柱两侧的底框上平面为施工人员的作业平台,防护支架和第一横管连接的框架对施工人员起保护作用,底框上表面铺设两块活动垫板以增大作业范围。使用所述抱箍施工辅助吊篮工具,便于抱箍的安装,可提高抱箍的施工质量并确保施工人员的安全性,同时降低抱箍施工过程中吊车配合吊装耗时,减少吊车的租赁成本,提高生产效率。
An auxiliary hanging basket tool for hoop construction, including an upper frame, a bottom frame, a protective bracket, a first horizontal pipe and a movable backing plate, the upper frame is clamped on the upper plane of the pier column, and the upper planes of the bottom frame on both sides of the pier column are for construction The personnel's working platform, the protective support and the frame connected by the first horizontal pipe play a protective role for the construction personnel, and two movable backing plates are laid on the upper surface of the bottom frame to increase the working range. The use of the auxiliary hoop tool for hoop construction facilitates the installation of the hoop, improves the construction quality of the hoop and ensures the safety of construction personnel, and at the same time reduces the time-consuming hoisting of the crane during the construction of the hoop and reduces the rental cost of the crane ,Increase productivity.
Description
技术领域technical field
本实用新型涉及桥梁施工辅助工具技术领域,特别涉及一种抱箍施工辅助吊篮工具。The utility model relates to the technical field of bridge construction auxiliary tools, in particular to a hoop construction auxiliary hanging basket tool.
背景技术Background technique
在公路、铁路桥梁施工建设中,常常会遇到高墩单柱盖梁的浇筑。盖梁是指在排架柱墩身顶部布置的横梁,能够支承和传递上部结构荷载。抱箍法施工盖梁因不受地基、墩高等因素限制,在桥梁工程中比较常见。目前在抱箍施工中,通常采用吊车进行抱箍的安装和调整。其缺点,一是因受施工工艺限制,吊车使用时间较长,造成租赁吊车的费用较贵,二是存在一定的危险性。In the construction of highways and railway bridges, pouring of high pier single column cap beams is often encountered. The cover beam refers to the beam arranged on the top of the bent column pier, which can support and transmit the load of the superstructure. The hoop method is more common in bridge engineering because it is not limited by factors such as foundation and pier height. At present, in the construction of the hoop, a crane is usually used to install and adjust the hoop. Its disadvantages are, firstly, due to the limitation of the construction technology, the crane is used for a long time, which makes the cost of renting the crane more expensive, and secondly, there is a certain degree of danger.
发明内容Contents of the invention
本实用新型的目的在于:根据抱箍的施工工艺,提供一种抱箍施工辅助吊篮工具,利用抱箍施工辅助吊篮工具进行抱箍施工,可提高抱箍的施工质量,降低吊车的租赁成本,提高生产效率。The purpose of the utility model is: according to the construction technology of the hoop, provide an auxiliary hoop tool for hoop construction, and use the hoop construction auxiliary hoop tool to carry out hoop construction, which can improve the construction quality of the hoop and reduce the rental of the crane cost and increase production efficiency.
为了实现上述目的,本实用新型的技术方案如下:In order to achieve the above object, the technical scheme of the utility model is as follows:
一种抱箍施工辅助吊篮工具,包括两根平行布置的上横梁和连接于上横梁内部对称布置的两根平行上纵梁构成的上框、与上框外形尺寸一致的矩形底框、内接于上框和底框的横梁之间且与横梁两端面平齐的四件防护支架,所述上横梁和上纵梁搭接形成的正方形内腔穿设有墩柱内埋设的呈圆形均布的钢筋,确保抱箍施工辅助吊篮工具在墩柱上平面卡装牢固,所述底框包括两根平行布置的下横梁、六根垂直内接于下横梁对称布置的下纵梁、左右两边分别搭接于最外侧下纵梁上平面和相邻下纵梁上平面的矩形钢板,所述防护支架左右对称布置,防护支架包括外侧的立柱、与立柱平行且间隔一定距离的立管、内接于立柱和立管之间上下间隔一致的两根第二横管,本实用新型还包括连接于前后两个防护支架的立柱之间上下间距不等的四根第一横管、设与墩柱左右两侧可拆卸搭接在内部相邻下纵梁上平面的两块活动垫板。An auxiliary hanging basket tool for hoop construction, comprising two upper beams arranged in parallel, an upper frame formed by two parallel upper longitudinal beams connected symmetrically inside the upper beam, a rectangular bottom frame with the same dimensions as the upper frame, and an inner Four pieces of protective brackets connected between the beams of the upper frame and the lower frame and flush with the two ends of the beams. The square inner cavity formed by the overlapping of the upper beam and the upper longitudinal beam is pierced with a circular bracket embedded in the pier column. Evenly distributed steel bars ensure that the hoop construction auxiliary hanging basket tool is firmly clamped on the pier column. The bottom frame includes two lower beams arranged in parallel, six lower longitudinal beams vertically inscribed in the lower beams, and left and right The two sides are respectively lapped on the upper plane of the outermost lower longitudinal beam and the upper plane of the adjacent lower longitudinal beam. The protective brackets are arranged symmetrically. The utility model also includes four first horizontal tubes connected to the upright columns of the front and rear protective brackets with unequal spacing between the uprights and the two second horizontal tubes with the same upper and lower intervals between the upright column and the standpipe. The left and right sides of the pier column can be detachably overlapped with two movable backing plates on the upper plane of the inner adjacent lower longitudinal beam.
本实用新型具有的优点和积极效果是:提供一种简单实用、成本低的抱箍施工辅助吊篮工具,使用所述抱箍施工辅助吊篮工具,便于抱箍的安装,可提高抱箍的施工质量并确保施工人员的安全性,同时降低抱箍施工过程中吊车配合吊装耗时,减少吊车的租赁成本,提高生产效率。The advantages and positive effects of the utility model are: to provide a simple, practical and low-cost hoop construction auxiliary hanging basket tool, using the hoop construction auxiliary hanging basket tool, which facilitates the installation of the hoop and can improve the hoop construction. Construction quality and ensure the safety of construction personnel, while reducing the hoisting time of the crane during the hoop construction process, reducing the rental cost of the crane, and improving production efficiency.
附图说明Description of drawings
图1为本实用新型结构主视图。Fig. 1 is a front view of the structure of the utility model.
图2为本实用新型结构俯视图。Fig. 2 is a top view of the structure of the utility model.
图3为本实用新型中底框2的俯视图。Fig. 3 is a top view of the midsole frame 2 of the present invention.
图4为本实用新型中底框2的A-A剖视图。Fig. 4 is an A-A sectional view of the midsole frame 2 of the present invention.
具体实施方式detailed description
以下结合附图对本实用新型的具体实施方式作进一步详细说明。The specific embodiments of the present utility model will be described in further detail below in conjunction with the accompanying drawings.
如图1至图4所示,一种抱箍施工辅助吊篮工具,包括由两根平行布置的上横梁101和连接于上横梁101内部对称布置的两根相互平行上纵梁102构成的上框1、与上框1外形尺寸一致的矩形底框2、内接于上框1和底框2的横梁之间且与上横梁101两端面平齐的四个防护支架3,所述底框2包括两根平行布置的下横梁201、六根垂直内接于下横梁201对称布置的下纵梁202、左右两边分别搭接于最外侧两根下纵梁202上平面之间的矩形钢板203,所述钢板203上表面设有防滑结构,所述防护支架3左右对称布置,防护支架3包括外侧的立柱301、与立柱301平行且间隔设置的立管302、内接于立柱301和立管302之间上下间隔设置的两根第二横管303,前后防护支架的立柱之间上下间隔设置有两根第一横管4,左侧三根下纵梁和右侧三根下纵梁的位于内侧的两根下纵梁上平面之间可拆卸搭接有活动垫板5。As shown in Figures 1 to 4, a hoop construction auxiliary hanging basket tool includes two upper beams 101 arranged in parallel and two parallel upper longitudinal beams 102 connected to the inside of the upper beams 101 and symmetrically arranged. Frame 1, a rectangular bottom frame 2 with the same dimensions as the upper frame 1, four protective brackets 3 inscribed between the beams of the upper frame 1 and the bottom frame 2 and flush with the two ends of the upper beam 101, the bottom frame 2 includes two lower beams 201 arranged in parallel, six lower longitudinal beams 202 arranged vertically and symmetrically inscribed on the lower beams 201, and rectangular steel plates 203 whose left and right sides are respectively lapped between the upper planes of the outermost two lower longitudinal beams 202, The upper surface of the steel plate 203 is provided with a non-slip structure, and the protective bracket 3 is symmetrically arranged left and right. The protective bracket 3 includes an outer column 301, a vertical tube 302 parallel to the vertical column 301 and arranged at intervals, and connected to the vertical column 301 and the vertical tube 302. Two second horizontal tubes 303 are arranged at intervals up and down, two first horizontal tubes 4 are arranged at intervals up and down between the uprights of the front and rear protective brackets, and the three lower longitudinal beams on the left side and the three lower longitudinal beams on the right side are located on the inside. A movable backing plate 5 is detachably overlapped between the upper planes of the two lower longitudinal beams.
所述钢板203左右对称布置,其外侧面与底框2的外侧面对齐,内侧面与相邻下纵梁202纵向中心线重合,前后两个面分别与下横梁201内侧面对齐。The steel plate 203 is symmetrically arranged left and right, its outer surface is aligned with the outer surface of the bottom frame 2, its inner surface coincides with the longitudinal centerline of the adjacent lower longitudinal beam 202, and the front and rear surfaces are respectively aligned with the inner surface of the lower cross member 201.
所述钢板203为上表面带菱形、扁豆形或圆豆形凸起的花纹钢板,或冲孔带有向上凸起的钢板,构成防滑结构,提高施工人员在站立时的防滑性能。The steel plate 203 is a patterned steel plate with diamond-shaped, lentil-shaped or round-bean-shaped protrusions on the upper surface, or a steel plate with upward protrusions punched to form an anti-slip structure to improve the anti-slip performance of construction workers when standing.
所述活动垫板5左右对称布置,其靠近墩柱的内侧面与墩柱外圆接触,外侧面与所述钢板203的内侧面贴合,前后两个面分别与下横梁201外侧面对齐。The movable backing plate 5 is symmetrically arranged left and right, the inner surface close to the pier column is in contact with the outer circle of the pier column, the outer surface is attached to the inner surface of the steel plate 203, and the front and rear surfaces are respectively aligned with the outer surface of the lower beam 201 .
所述左右两个支架3的立管302之间的距离应便于抱箍从前后吊入施工。The distance between the standpipes 302 of the two left and right supports 3 should be convenient for the hoop to be hoisted into the construction from the front and back.
位置靠下的所述第一横管4与底框2上平面的间距为140mm,避免施工人员脚部自底框2上平面滑出操作平台,位置靠上的第一横管4与底框2上平面的间距为1200 mm,便于施工人员系安全绳。The distance between the lower first horizontal tube 4 and the upper plane of the bottom frame 2 is 140mm, so as to prevent the construction personnel’s feet from sliding out of the operation platform from the upper plane of the bottom frame 2, and the upper first horizontal tube 4 and the bottom frame 2 The distance between the upper planes is 1200 mm, which is convenient for construction personnel to tie safety ropes.
所述上横梁101为18工字钢。The upper beam 101 is 18 I-beams.
所述上纵梁102、下横梁201、下纵梁202和立柱301为12.6工字钢。The upper longitudinal beam 102, the lower cross beam 201, the lower longitudinal beam 202 and the column 301 are 12.6 I-shaped steel.
所述第一横管4、立管302和第二横管303为Φ48*3无缝钢管。The first horizontal pipe 4 , the vertical pipe 302 and the second horizontal pipe 303 are Φ48*3 seamless steel pipes.
所述活动垫板5为20mm厚的竹胶板。Described movable backing plate 5 is the thick bamboo plywood of 20mm.
所述下横梁201与下纵梁202之间、立柱301与下横梁201之间、立柱301与上横梁101之间、上横梁101与上纵梁102之间均采用焊接的方式连接。The connection between the lower beam 201 and the lower longitudinal beam 202 , between the column 301 and the lower beam 201 , between the column 301 and the upper beam 101 , and between the upper beam 101 and the upper beam 102 are all connected by welding.
进一步的,可在立柱301与上框1和底框2对接直角居中位置布设起加强作用的六块三角形筋板6。Further, six triangular ribs 6 for strengthening can be arranged at the center position where the upright column 301 meets the upper frame 1 and the lower frame 2 at right angles.
进一步的,可在活动垫板5靠近下横梁201内侧面的位置竖直固连螺栓,阻止活动垫板5相对于底框2前后滑动,提高安全性。Further, bolts can be fixed vertically at the position where the movable backing plate 5 is close to the inner side of the lower beam 201, so as to prevent the movable backing plate 5 from sliding back and forth relative to the bottom frame 2, thereby improving safety.
本实用新型使用时,用吊车将抱箍施工辅助吊篮工具起吊至所述底框2下平面高于墩柱内设的钢筋头部,调整抱箍施工辅助吊篮工具的位置使墩柱从所述底框2中心相邻的下纵梁202中间穿入,所述底框2中心相邻两根下纵梁202的间距大于墩柱外径,缓慢降落调整吊篮工具,使墩柱内设的钢筋从所述上横梁101和上纵梁102搭接形成的正方形内腔穿入,直至所述上横梁101和上纵梁102的底面均与墩柱上端面钢筋外侧的混凝土部分平稳贴合,至此完成抱箍施工辅助吊篮工具的吊装,随后施工人员到达抱箍施工辅助吊篮工具的操作平台,可在靠上的第一横管4或靠上的第二横管303系好安全绳,在底框2靠近墩柱的左右两侧铺装活动垫板5,增大作业平台踩踏面积,随即可吊运抱箍进行施工。When the utility model is in use, use a crane to hoist the hoop construction auxiliary hanging basket tool until the lower plane of the bottom frame 2 is higher than the steel bar head provided in the pier column, adjust the position of the hoop construction auxiliary hanging basket tool to make the pier column from The lower stringers 202 adjacent to the center of the bottom frame 2 penetrate in the middle, and the distance between two adjacent lower stringers 202 at the center of the bottom frame 2 is greater than the outer diameter of the pier column. The steel bars provided penetrate into the square inner cavity formed by overlapping the upper beam 101 and the upper longitudinal beam 102 until the bottom surfaces of the upper beam 101 and the upper longitudinal beam 102 are in smooth contact with the concrete part outside the steel bar on the upper end surface of the pier column. Closed, so far the hoisting of the hoop construction auxiliary basket tool is completed, and then the construction personnel arrive at the operation platform of the hoop construction auxiliary basket tool, and can be fastened on the upper first horizontal pipe 4 or the upper second horizontal pipe 303 The safety rope is paved with movable backing plates 5 near the left and right sides of the pier column at the bottom frame 2 to increase the stepping area of the work platform, and then the hoop can be hoisted and carried out for construction.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621314210.9U CN206385463U (en) | 2016-12-02 | 2016-12-02 | A kind of anchor ear construction auxiliary hanging basket instrument |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621314210.9U CN206385463U (en) | 2016-12-02 | 2016-12-02 | A kind of anchor ear construction auxiliary hanging basket instrument |
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| CN206385463U true CN206385463U (en) | 2017-08-08 |
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| CN201621314210.9U Expired - Fee Related CN206385463U (en) | 2016-12-02 | 2016-12-02 | A kind of anchor ear construction auxiliary hanging basket instrument |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335172A (en) * | 2020-03-16 | 2020-06-26 | 中铁大桥局集团第一工程有限公司 | Movable pier column beam prestressed tension hanger construction platform and construction method |
| CN111593666A (en) * | 2020-05-26 | 2020-08-28 | 中交路桥建设有限公司 | Bent cap hoop mounting platform and integral beam hoop mounting process |
| CN112539328A (en) * | 2020-12-11 | 2021-03-23 | 河北亨飞通信器材有限公司 | Swift mounting tool of staple bolt |
| CN113309006A (en) * | 2021-07-01 | 2021-08-27 | 中交二航局第四工程有限公司 | Five-row adjacent parallel suspension casting continuous beam dislocation synchronization equipment and construction method thereof |
| CN117536116A (en) * | 2023-11-29 | 2024-02-09 | 中建四局贵州投资建设有限公司 | Safety operation platform for installing bent cap anchor ear |
-
2016
- 2016-12-02 CN CN201621314210.9U patent/CN206385463U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335172A (en) * | 2020-03-16 | 2020-06-26 | 中铁大桥局集团第一工程有限公司 | Movable pier column beam prestressed tension hanger construction platform and construction method |
| CN111593666A (en) * | 2020-05-26 | 2020-08-28 | 中交路桥建设有限公司 | Bent cap hoop mounting platform and integral beam hoop mounting process |
| CN112539328A (en) * | 2020-12-11 | 2021-03-23 | 河北亨飞通信器材有限公司 | Swift mounting tool of staple bolt |
| CN113309006A (en) * | 2021-07-01 | 2021-08-27 | 中交二航局第四工程有限公司 | Five-row adjacent parallel suspension casting continuous beam dislocation synchronization equipment and construction method thereof |
| CN117536116A (en) * | 2023-11-29 | 2024-02-09 | 中建四局贵州投资建设有限公司 | Safety operation platform for installing bent cap anchor ear |
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