CN114481863A - Wave form steel web bridge cantilever construction auxiliary assembly - Google Patents
Wave form steel web bridge cantilever construction auxiliary assembly Download PDFInfo
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- CN114481863A CN114481863A CN202210210182.XA CN202210210182A CN114481863A CN 114481863 A CN114481863 A CN 114481863A CN 202210210182 A CN202210210182 A CN 202210210182A CN 114481863 A CN114481863 A CN 114481863A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 76
- 239000010959 steel Substances 0.000 title claims abstract description 76
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 230000007246 mechanism Effects 0.000 claims description 32
- 238000004804 winding Methods 0.000 claims description 13
- 230000013011 mating Effects 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 18
- 230000007774 longterm Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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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
- E01D21/10—Cantilevered erection
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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
- E01D19/00—Structural or constructional details of 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
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
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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
- E01D2101/30—Metal
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Abstract
本发明涉桥梁建设技术领域,特别涉及一种波形钢腹板桥梁悬臂施工辅助设备,包括固定件、连接件、支撑件和放置件,所述固定件上插接有连接件,连接件两端左右对称安装有支撑件,支撑件下端插接有放置件。本发明可以解决现有的吊装装置将波形钢板吊装至安装处时易出现安装不稳定的现象,并且吊装装置长时间使用易发生故障,从而增加了波形钢板安装的危险性等问题。本发明提供的一种波形钢腹板桥梁悬臂施工辅助设备所采用的连接件可以根据波形钢腹板的高度进行长度调节,并且钢索可以对波形钢腹板进行拉紧限位,从而提高了波形钢腹板施工安装的稳定性,减低了波形钢腹板安装的危险性。
The invention relates to the technical field of bridge construction, in particular to a corrugated steel web bridge cantilever construction auxiliary equipment, comprising a fixing piece, a connecting piece, a supporting piece and a placing piece. A supporting piece is installed symmetrically on the left and right, and a placing piece is inserted into the lower end of the supporting piece. The invention can solve the problem that the existing hoisting device is prone to unstable installation when hoisting the corrugated steel plate to the installation place, and the hoisting device is prone to failure after long-term use, thereby increasing the risk of the corrugated steel plate installation. The connecting piece used in the corrugated steel web bridge cantilever construction auxiliary equipment provided by the present invention can be adjusted in length according to the height of the corrugated steel web, and the steel cable can be tensioned and limited to the corrugated steel web, thereby improving the performance of the corrugated steel web. The stability of corrugated steel web construction and installation reduces the risk of corrugated steel web installation.
Description
技术领域technical field
本发明涉及桥梁建设技术领域,特别涉及一种波形钢腹板桥梁悬臂施工辅助设备。The invention relates to the technical field of bridge construction, in particular to a corrugated steel web bridge cantilever construction auxiliary equipment.
背景技术Background technique
波形钢腹板桥梁是指用波形钢板取代预应力混凝土箱梁的混凝土腹板作腹板的箱型梁,波形钢腹板桥梁相对于混凝土桥梁具有自重降低,抗震性能好、节约建筑材料,改善经济指标等优点。Corrugated steel web bridge refers to a box girder in which the concrete web of the prestressed concrete box girder is replaced by corrugated steel plate. economic indicators, etc.
波形钢腹板桥梁的波形钢板在安装时存在两种安装方式,分别为竖直安装和倾斜安装,现有的方法在对波形钢板倾斜安装时,通常采用现有的吊装装置将波形钢板吊装至安装处,并将波形钢板降至支撑设备上,并持续对波形钢板进行悬吊,此种方法操作简单,但采用此种方法对波形钢板进行施工安装时易出现安装不稳定的现象,并且吊装装置长时间使用易发生故障,从而增加了波形钢板安装的危险性。There are two installation methods for the corrugated steel plate of the corrugated steel web bridge, namely vertical installation and inclined installation. The installation place, lower the corrugated steel plate to the supporting equipment, and continue to suspend the corrugated steel plate. This method is simple to operate, but the installation of the corrugated steel plate is prone to unstable installation when using this method, and the hoisting The device is prone to failure when used for a long time, thus increasing the risk of corrugated steel plate installation.
现有的方法在对波形钢板倾斜安装时所采用的支撑装置倾斜的角度固定不变,此种支撑装置只能适应同一个种桥梁的施工,支撑装置不能进行角度的改变,从而降低了支撑装置使用的灵活性。In the existing method, the inclined angle of the support device used in the inclined installation of the corrugated steel plate is fixed. This kind of support device can only adapt to the construction of the same type of bridge, and the support device cannot change the angle, thereby reducing the support device. flexibility of use.
发明内容SUMMARY OF THE INVENTION
要解决的技术问题:本发明提供的一种波形钢腹板桥梁悬臂施工辅助设备,可以解决上述提到的波形钢腹板桥梁悬臂施工时存在的问题。Technical problem to be solved: The present invention provides a corrugated steel web bridge cantilever construction auxiliary equipment, which can solve the problems existing in the cantilever construction of the corrugated steel web bridge mentioned above.
技术方案:为了实现上述目的,本发明采用以下技术方案,一种波形钢腹板桥梁悬臂施工辅助设备,包括固定件、连接件、支撑件和放置件,所述固定件上插接有连接件,连接件两端左右对称安装有支撑件,支撑件下端插接有放置件,放置件的结构与支撑件的结构一致。Technical scheme: In order to achieve the above purpose, the present invention adopts the following technical scheme, a corrugated steel web bridge cantilever construction auxiliary equipment, including a fixing piece, a connecting piece, a supporting piece and a placing piece, and a connecting piece is inserted on the fixing piece The two ends of the connecting piece are symmetrically installed with supporting pieces, the lower end of the supporting piece is inserted with a placing piece, and the structure of the placing piece is consistent with that of the supporting piece.
所述支撑件包括安装在所述连接件端部的矩形板,矩形板上端前后对称安装有两个支撑板,支撑板之间共同安装有支撑轴,矩形板上端靠近连接件处安装有限位板,支撑轴上转动连接有旋转块,旋转块上端对称设置有夹持机构,靠近限位板处的夹持机构与旋转块上端固定连接,远离限位板处的夹持机构与旋转块上端滑动连接,两个夹持机构之间通过多个锁紧螺杆螺纹连接,矩形板上远离限位板处开设有滑动通孔,滑动通孔内部滑动连接有限位弧板,限位弧板上开设有多个均匀分布的卡接通孔,卡接通孔内滑动连接有圆柱杆,矩形板下端安装有多个周向均匀分布的支撑柱。The support member includes a rectangular plate installed at the end of the connecting member, two support plates are symmetrically installed at the upper end of the rectangular plate, and a support shaft is jointly installed between the support plates, and a limit plate is installed at the upper end of the rectangular plate near the connecting member. A rotating block is rotatably connected to the support shaft, and a clamping mechanism is symmetrically arranged on the upper end of the rotating block. Connection, the two clamping mechanisms are connected by a plurality of locking screw threads, a sliding through hole is opened on the rectangular plate away from the limit plate, the inside of the sliding through hole is slidably connected to the limit arc plate, and the limit arc plate is provided with A plurality of evenly distributed snap-through holes, cylindrical rods are slidably connected in the snap-through holes, and a plurality of circumferentially evenly distributed support columns are installed at the lower end of the rectangular plate.
所述夹持机构包括连接在所述旋转块上端的L型板,L型板水平段上开设有空腔,空腔上壁滑动贯穿有升降板,升降板上端安装有接触板,接触板下端与L型板水平段之间对称安装有复位弹簧,接触板上端开设有导向槽,导向槽槽壁上安装有多个均匀分布的导向柱,多个导向柱上共同滑动连接有夹持板,夹持板靠近L型板竖直段的端面安装有梯形块,夹持板远离L型板竖直段的端面插接有契合板,梯形块下方设置有推挤块,推挤块安装在L型板竖直段上。The clamping mechanism includes an L-shaped plate connected to the upper end of the rotating block, a cavity is opened on the horizontal section of the L-shaped plate, a lifting plate is slidably penetrated through the upper wall of the cavity, a contact plate is installed at the upper end of the lifting plate, and a lower end of the contact plate is installed. A reset spring is installed symmetrically between the horizontal section of the L-shaped plate, a guide groove is arranged at the upper end of the contact plate, a plurality of evenly distributed guide columns are installed on the wall of the guide groove, and a clamping plate is slidably connected to the plurality of guide columns. A trapezoidal block is installed on the end face of the clamping plate close to the vertical section of the L-shaped plate, and a fitting plate is inserted into the end face of the clamping plate away from the vertical section of the L-shaped plate. on the vertical section of the template.
作为本发明的一种优选技术方案,所述固定件包括固定板,所述固定板上端四个角处安装有限位环,限位环上开设有卡接开口,相邻的两个卡接开口处卡接有支撑条,两个支撑条之间放置有卡紧条。As a preferred technical solution of the present invention, the fixing member includes a fixing plate, a limit ring is installed at the four corners of the upper end of the fixing plate, the limit ring is provided with a clamping opening, and two adjacent clamping openings A supporting strip is clamped at the place, and a clamping strip is placed between the two supporting strips.
作为本发明的一种优选技术方案,所述连接件包括插接在所述限位环内的定位柱,多个所述定位柱上端共同安装有连接板,连接板的两端分别与两个矩形板固定连接,连接板上端对称安装有两个开口朝上的U型架,U型架侧壁之间转动连接有圆柱轴,圆柱轴外表面中部转动连接有旋转套,旋转套上安装有多节伸缩杆,多节伸缩杆远离旋转套的端部安装有连接条,圆柱轴外表面前后对称安装有收卷辊,收卷辊上饶卷有钢索,钢索远离收卷辊的端部安装有挂钩,挂钩与连接条端部固定连接,圆柱轴前后两端对称连接有卡位机构。As a preferred technical solution of the present invention, the connector includes a positioning column inserted into the limiting ring, a connecting plate is installed on the upper ends of the plurality of positioning columns, and the two ends of the connecting plate are respectively connected with the two The rectangular plate is fixedly connected, two U-shaped frames with upward openings are symmetrically installed at the upper end of the connecting plate, a cylindrical shaft is rotatably connected between the side walls of the U-shaped frame, and a rotating sleeve is rotatably connected in the middle of the outer surface of the cylindrical shaft, and a rotating sleeve is installed on the rotating sleeve. A multi-section telescopic rod, the end of the multi-section telescopic rod away from the rotating sleeve is installed with a connecting strip, the outer surface of the cylindrical shaft is symmetrically installed with a winding roller, the winding roller is wrapped with a wire rope, and the wire rope is far from the end of the winding roller. A hook is installed, the hook is fixedly connected with the end of the connecting bar, and a clamping mechanism is symmetrically connected at the front and rear ends of the cylindrical shaft.
作为本发明的一种优选技术方案,所述卡位机构包括安装在所述圆柱轴端部的连接伸缩杆,连接伸缩杆远离圆柱轴的一端安装有圆盘,圆盘靠近U型架的端面上安装有多个周向均匀分布的卡位柱,卡位柱与U型架侧壁卡接配合,圆盘远离U型架的端面上安装有把手。As a preferred technical solution of the present invention, the clamping mechanism includes a connecting telescopic rod installed at the end of the cylindrical shaft, and a disc is installed at one end of the connecting telescopic rod away from the cylindrical shaft, and the disk is close to the end face of the U-shaped frame A plurality of clamping posts evenly distributed in the circumferential direction are installed on the upper part, the clamping posts are clamped and matched with the side walls of the U-shaped frame, and a handle is installed on the end face of the disc away from the U-shaped frame.
作为本发明的一种优选技术方案,所述推挤块呈梯形结构,推挤块上的斜面与梯形块上的坡面滑动配合。As a preferred technical solution of the present invention, the pushing block has a trapezoidal structure, and the inclined surface on the pushing block is slidingly matched with the slope surface on the trapezoidal block.
作为本发明的一种优选技术方案,所述支撑条上端转动连接有多个滑珠。As a preferred technical solution of the present invention, a plurality of sliding balls are rotatably connected to the upper end of the support bar.
作为本发明的一种优选技术方案,所述支撑柱呈阶梯圆柱形结构,支撑柱与放置件插接配合。As a preferred technical solution of the present invention, the support column is in a stepped cylindrical structure, and the support column is inserted and matched with the placing member.
作为本发明的一种优选技术方案,所述定位柱呈阶梯圆柱形结构,定位柱下端与限位环插接配合。As a preferred technical solution of the present invention, the positioning column has a stepped cylindrical structure, and the lower end of the positioning column is inserted and matched with the limit ring.
有益效果:1.本发明提供的一种波形钢腹板桥梁悬臂施工辅助设备所采用的支撑件可以根据波形钢腹板的安装角度进行相应的调节,从而增加了设备使用的灵活性,增加了设备的使用场合。Beneficial effects: 1. The supporting member adopted by the corrugated steel web bridge cantilever construction auxiliary equipment provided by the present invention can be adjusted correspondingly according to the installation angle of the corrugated steel web, thereby increasing the flexibility of equipment use, increasing the the use of the equipment.
2.本发明提供的一种波形钢腹板桥梁悬臂施工辅助设备所采用的支撑件在对波形钢腹板施工时可以对进行夹紧支撑,在波形钢腹板焊接完成后,支撑件可以拆卸分开,从而便于支撑件的去除。2. The support used by the corrugated steel web bridge cantilever construction auxiliary equipment provided by the present invention can be clamped and supported when the corrugated steel web is constructed, and the support can be disassembled after the corrugated steel web is welded. separate to facilitate removal of the support.
3.本发明提供的一种波形钢腹板桥梁悬臂施工辅助设备所采用的连接件可以根据波形钢腹板的高度进行长度调节,并且钢索可以对波形钢腹板进行拉紧限位,从而提高了波形钢腹板施工安装的稳定性,降低了波形钢腹板安装的危险性。3. The connector used by the corrugated steel web bridge cantilever construction auxiliary equipment provided by the present invention can be adjusted in length according to the height of the corrugated steel web, and the steel cable can be tightened and limited to the corrugated steel web, thereby The stability of the construction and installation of the corrugated steel web is improved, and the danger of the installation of the corrugated steel web is reduced.
附图说明Description of drawings
下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
图1是本发明的第一视角立体结构示意图。FIG. 1 is a schematic three-dimensional structure diagram of the present invention from a first perspective.
图2是本发明的第二视角立体结构示意图。FIG. 2 is a schematic three-dimensional structure diagram of the present invention from a second viewing angle.
图3是本发明的主视图。Fig. 3 is a front view of the present invention.
图4是本发明的左视图。Figure 4 is a left side view of the present invention.
图5是本发明图4中A-A的剖视图。FIG. 5 is a cross-sectional view along A-A of FIG. 4 of the present invention.
图6是本发明支撑件的结构示意图。FIG. 6 is a schematic view of the structure of the support member of the present invention.
图7是本发明图6中G处的放大图Fig. 7 is the enlarged view of G in Fig. 6 of the present invention
图8本发明U型架、圆柱轴和卡位机构的剖视图。Figure 8 is a cross-sectional view of the U-shaped frame, the cylindrical shaft and the clamping mechanism of the present invention.
图9是本发明U型架、旋转套、多节伸缩杆、收卷辊、钢索、挂钩和卡位机构的结构示意图。9 is a schematic structural diagram of the U-shaped frame, the rotating sleeve, the multi-section telescopic rod, the winding roller, the wire rope, the hook and the clamping mechanism of the present invention.
图中:1、固定件;11、固定板;12、限位环;13、支撑条;14、卡紧条;2、连接件;21、连接板;22、定位柱;23、U型架;24、圆柱轴;25、旋转套;26、多节伸缩杆;27、收卷辊;28、钢索;29、挂钩;20、卡位机构;201、连接伸缩杆;202、圆盘;203、卡位柱;204、把手;3、支撑件;31、矩形板;32、支撑板;33、支撑轴;34、限位板;35、旋转块;36、夹持机构;361、L型板;362、升降板;363、接触板;364、复位弹簧;365、导向柱;366、夹持板;367、梯形块;368、契合板;369、推挤块;37、限位弧板;38、圆柱杆;39、支撑柱;4、放置件。In the figure: 1. Fixing piece; 11. Fixing plate; 12. Limiting ring; 13. Supporting strip; 14. Clamping strip; 2. Connecting piece; 21. Connecting plate; 22. Positioning column; 23. U-shaped frame ;24, cylindrical shaft; 25, rotating sleeve; 26, multi-section telescopic rod; 27, winding roller; 28, steel cable; 29, hook; 20, clamping mechanism; 201, connecting telescopic rod; 202, disc; 203, clamping column; 204, handle; 3, supporting piece; 31, rectangular plate; 32, supporting plate; 33, supporting shaft; 34, limit plate; 35, rotating block; 36, clamping mechanism; 361,
具体实施方式Detailed ways
以下结合附图对本发明的实施例进行详细说明,但是本发明可以由权利要求限定和覆盖的多种不同方式实施。The embodiments of the present invention are described in detail below with reference to the accompanying drawings, but the present invention can be implemented in many different ways as defined and covered by the claims.
参阅图1-图4,一种波形钢腹板桥梁悬臂施工辅助设备,包括固定件1、连接件2、支撑件3和放置件4,所述固定件1上插接有连接件2,连接件2两端左右对称安装有支撑件3,支撑件3下端插接有放置件4,放置件4的结构与固定件1的结构一致。Referring to Figures 1 to 4, a corrugated steel web bridge cantilever construction auxiliary equipment includes a
参阅图5,所述固定件1包括固定板11,所述固定板11上端四个角处安装有限位环12,限位环12上开设有卡接开口,相邻的两个卡接开口处卡接有支撑条13,支撑条13上端转动连接有多个滑珠,两个支撑条13之间放置有卡紧条14,具体工作时,通过人工的方式将固定板11和放置件4固定在桥梁的底模上,之后人工将两个支撑条13插入相应的限位环12卡接开口内,在将卡紧条14放置在两个支撑条13之间并对两个卡紧条14进行限位,支撑条13上的滑珠便于支撑条13的滑动。Referring to FIG. 5 , the
参阅图5和图9,所述连接件2包括插接在所述限位环12内的定位柱22,定位柱22呈阶梯圆柱形结构,定位柱22下端与限位环12插接配合,多个所述定位柱22上端共同安装有连接板21,连接板21的两端分别与两个矩形板31固定连接,连接板21上端对称安装有两个开口朝上的U型架23,U型架23侧壁之间转动连接有圆柱轴24,圆柱轴24外表面中部转动连接有旋转套25,旋转套25上安装有多节伸缩杆26,多节伸缩杆26远离旋转套25的端部安装有连接条,圆柱轴24外表面前后对称安装有收卷辊27,收卷辊27上饶卷有钢索28,钢索28远离收卷辊27的端部安装有挂钩29,挂钩29与连接条端部固定连接,圆柱轴24前后两端对称连接有卡位机构20,具体工作时,人工将多个定位柱22插入相应的限位环12内,并放置在支撑条13上,之后在波形钢腹板夹持在两个契合板368之间后,通过现有的机械推动多节伸缩杆26,多节伸缩杆26带动两个挂钩29移动至波形钢腹板上方,挂钩29带动钢索28在收卷辊27上转动,两个挂钩29对波形钢腹板进行卡接拉紧,卡位机构20对圆柱轴24进行限位,避免钢索28出现晃动,在波形钢腹板焊接完成后,现有的机械继续推动多节伸缩杆26,多节伸缩杆26带动挂钩29从波形钢腹板上方移出,并将多节伸缩杆26收缩,从而便于连接件2的拆卸。Referring to FIGS. 5 and 9 , the
参阅图8,所述卡位机构20包括安装在所述圆柱轴24端部的连接伸缩杆201,连接伸缩杆201远离圆柱轴24的一端安装有圆盘202,圆盘202靠近U型架23的端面上安装有多个周向均匀分布的卡位柱203,卡位柱203与U型架23侧壁卡接配合,圆盘202远离U型架23的端面上安装有把手204,具体工作时,在挂钩29对波形钢腹板进行卡接拉紧后,人工推动圆盘202,圆盘202带动卡位柱203与U型架23侧壁卡接配合,从而对圆柱轴24进行限位,在挂钩29从波形钢腹板上取下后,人工将圆盘202拉出,并转动把手204,把手204通过圆盘202和连接伸缩杆201带动圆柱轴24上的收卷辊27对钢索28进行收卷。Referring to FIG. 8 , the
参阅图5和图6,所述支撑件3包括安装在所述连接件2端部的矩形板31,矩形板31上端前后对称安装有两个支撑板32,支撑板32之间共同安装有支撑轴33,矩形板31上端靠近连接件2处安装有限位板34,支撑轴33上转动连接有旋转块35,旋转块35上端对称设置有夹持机构36,靠近限位板34处的夹持机构36与旋转块35上端固定连接,远离限位板34处的夹持机构36与旋转块35上端滑动连接,两个夹持机构36之间通过多个锁紧螺杆螺纹连接,矩形板31上远离限位板34处开设有滑动通孔,滑动通孔内部滑动连接有限位弧板37,限位弧板37上开设有多个均匀分布的卡接通孔,卡接通孔内滑动连接有圆柱杆38,矩形板31下端安装有多个周向均匀分布的支撑柱39,支撑柱39呈阶梯圆柱形结构,支撑柱39与放置件4插接配合,具体工作时,在吊装前,通过人工的方式将多个支撑柱39插入放置件4内,根据波形钢腹板实际安装的角度,人工滑动限位弧板37,再将圆柱杆38插入相应限位弧板37上的卡接通孔内,推动旋转块35,旋转块35带动两个夹持机构36转动至限位弧板37端处,通过现有的吊装设备将波形钢腹板吊至夹持机构36上方,吊装设备再将波形钢腹板缓慢落至两个夹持机构36之间,夹持机构36对波形钢腹板进行夹紧限位。Referring to FIGS. 5 and 6 , the
参阅图5-图7,所述夹持机构36包括连接在所述旋转块35上端的L型板361,L型板361水平段上开设有空腔,空腔上壁滑动贯穿有升降板362,升降板362上端安装有接触板363,接触板363下端与L型板361水平段之间对称安装有复位弹簧364,接触板363上端开设有导向槽,导向槽槽壁上安装有多个均匀分布的导向柱365,多个导向柱365上共同滑动连接有夹持板366,夹持板366靠近L型板361竖直段的端面安装有梯形块367,夹持板366远离L型板361竖直段的端面插接有契合板368,梯形块367下方设置有推挤块369,推挤块369安装在L型板361竖直段上,推挤块369呈梯形结构,推挤块369上的斜面与梯形块367上的坡面滑动配合,具体工作时,在波形钢腹板下落前,旋转块35带动两个L型板361旋转至限位弧板37端处,之后吊装设备将波形钢腹板缓慢落至两个契合板368之间,波形钢腹板与两个接触板363接触后并带动接触板363下降,接触板363通过导向柱365带动夹持板366上的梯形块367向下移动,梯形块367上的坡面与推挤块369上的斜面配合带动夹持板366向波形钢腹板方向移动,两个夹持板366带动契合板368向波形钢腹板方向移动并对波形钢腹板进行夹紧限位,从而实现对波形钢腹板进行支撑的功能,在波形钢腹板焊接完成后,通过现有的机械将锁紧螺杆从两个L型板361上取出,并将靠近限位弧板37的L型板361从旋转块35上取下,从而便于夹持机构36的拆卸。Referring to FIGS. 5-7 , the
使用时:S1:通过人工的方式将固定板11和放置件4安装在桥梁的底模上,之后人工将两个支撑条13插入相应的限位环12卡接开口内,在将卡紧条14放置在两个支撑条13之间并对两个卡紧条14进行限位。In use: S1: Manually install the fixing
S2:人工将定位柱22插入限位环12内,再将多个支撑柱39插入放置件4内,根据波形钢腹板实际安装的角度,人工滑动限位弧板37,然后将圆柱杆38插入相应限位弧板37上的卡接通孔内,推动旋转块35,旋转块35带动两个夹持机构36转动至限位弧板37端处。S2: Manually insert the
S3:吊装设备将波形钢腹板缓慢落至两个契合板368之间,波形钢腹板与两个接触板363接触后并带动接触板363下降,接触板363通过导向柱365带动夹持板366上的梯形块367向下移动,梯形块367上的坡面与推挤块369上的斜面配合带动夹持板366向波形钢腹板方向移动,两个夹持板366带动契合板368向波形钢腹板方向移动并对波形钢腹板进行夹紧限位,通过现有的机械推动多节伸缩杆26,多节伸缩杆26带动两个挂钩29移动至波形钢腹板上方,挂钩29带动钢索28在收卷辊27上转动,两个挂钩29对波形钢腹板进行卡接拉紧,卡位机构20对圆柱轴24进行限位。S3: The hoisting equipment slowly drops the corrugated steel web between the two
S4:人工将正在安装的波形钢腹板焊接在已安装的波形钢腹板上,现有的机械继续推动多节伸缩杆26,多节伸缩杆26带动挂钩29从波形钢腹板上方移出,并将多节伸缩杆26收缩,从而便于连接件2的拆卸,通过现有的机械将锁紧螺杆从两个L型板361上取出,并将靠近限位弧板37的L型板361从旋转块35上取下,从而便于夹持机构36的拆卸。S4: Manually weld the corrugated steel web being installed on the installed corrugated steel web, the existing machinery continues to push the multi-section
以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.
Claims (8)
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN116378465A (en) * | 2023-04-26 | 2023-07-04 | 中交建筑集团有限公司 | A prefabricated steel structure node auxiliary support device |
| CN119794702A (en) * | 2025-03-13 | 2025-04-11 | 甘肃新鸿淦能源装备有限公司 | A construction welding device for a composite beam bridge with corrugated steel webs |
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| CN110847048A (en) * | 2019-11-21 | 2020-02-28 | 中交第二航务工程局有限公司 | Positioning construction method for corrugated steel web |
| CN212077630U (en) * | 2020-01-08 | 2020-12-04 | 西安市政设计研究院有限公司 | Corrugated steel web prestress composite beam cantilever structure |
| CN113605207A (en) * | 2021-08-11 | 2021-11-05 | 长安大学 | A corrugated steel web composite box girder, a non-destructive positioning device for cantilevering and assembly, and a construction method |
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| JP2003301415A (en) * | 2002-04-08 | 2003-10-24 | Sanshin Kogyo Kk | Device for installing bridge |
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| CN110847048A (en) * | 2019-11-21 | 2020-02-28 | 中交第二航务工程局有限公司 | Positioning construction method for corrugated steel web |
| CN212077630U (en) * | 2020-01-08 | 2020-12-04 | 西安市政设计研究院有限公司 | Corrugated steel web prestress composite beam cantilever structure |
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| CN119794702A (en) * | 2025-03-13 | 2025-04-11 | 甘肃新鸿淦能源装备有限公司 | A construction welding device for a composite beam bridge with corrugated steel webs |
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