CN110565542B - A hanging basket for cantilever casting continuous beams with small curvature radius - Google Patents
A hanging basket for cantilever casting continuous beams with small curvature radius Download PDFInfo
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- CN110565542B CN110565542B CN201910864433.4A CN201910864433A CN110565542B CN 110565542 B CN110565542 B CN 110565542B CN 201910864433 A CN201910864433 A CN 201910864433A CN 110565542 B CN110565542 B CN 110565542B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
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Abstract
本发明公开了一种用于悬臂浇注小曲率半径连续梁的挂篮,包括主构架和行走系统。主构架包括两榀三角形主桁架;每榀主桁架由桁架主梁、竖杆、前斜杆和后斜杆;桁架主梁的前端、中部和后端各自通过前节点座、中支点座和后锚座与前斜杆的前端、竖杆的下端和后斜杆的后端连接;竖杆的上端通过顶节点座分别与前斜杆的后端和后斜杆的前端连接;行走系统包括两根行走轨道、滑行机构和行走机构;滑行机构包括两个各自安装在两根行走轨道与两榀主桁架的中支点座之间的前滑座;行走机构包括两个各自安装在两根行走轨道与两榀主桁架的后锚座之间的反扣轮行走装置。本发明解决了挂篮可绕前滑座水平旋转问题、挂篮横向偏移问题和行走轨道前移问题。
The invention discloses a hanging basket for cantilever casting continuous beams with small curvature radius, which includes a main frame and a walking system. The main frame includes two triangular main trusses; each main truss consists of a truss main beam, a vertical rod, a front diagonal rod and a rear diagonal rod; the front, middle and rear ends of the truss main beam pass through the front node seat, middle fulcrum seat and rear respectively. The anchor seat is connected to the front end of the front inclined rod, the lower end of the vertical rod and the rear end of the rear inclined rod; the upper end of the vertical rod is connected to the rear end of the front inclined rod and the front end of the rear inclined rod respectively through the top node; the walking system includes two The walking track, the sliding mechanism and the traveling mechanism; the sliding mechanism includes two front sliding seats each installed between the two traveling rails and the middle fulcrum seats of the two main trusses; the traveling mechanism includes two front sliding seats that are each installed on the two traveling rails. The anti-locking wheel traveling device is between the rear anchor seats of the two main trusses. The invention solves the problems of horizontal rotation of the hanging basket around the front sliding seat, lateral deviation of the hanging basket and forward movement of the walking track.
Description
技术领域Technical field
本发明涉及一种用于悬臂浇注小曲率半径连续梁的挂篮。The invention relates to a hanging basket for cantilever casting continuous beams with small curvature radius.
背景技术Background technique
在用挂篮进行普通桥梁的砼连续箱梁悬臂浇注施工中,由于箱梁的走向是平直的,箱梁的横坡一般在0.02%左右,而且是左右对称固定不变的。因此,普通挂篮只要靠钢枕把行走轨道垫平了就能使挂篮顺利施工了。In the cantilever casting construction of concrete continuous box girder for ordinary bridges using hanging baskets, since the direction of the box girder is straight, the cross slope of the box girder is generally about 0.02%, and it is symmetrically fixed from left to right. Therefore, for ordinary hanging baskets, as long as the walking track is flattened by steel sleepers, the hanging basket can be constructed smoothly.
然而,马来西亚DASH快速路匝道的砼连续箱梁的结构却截然不同了,该连续梁为单箱单室变高度变截面直腹板截面,箱梁顶板宽8.1米,底板宽4.5米,最大悬浇梁段长4.34米,0号段箱梁长度12米。梁底板按照抛物线变化,0#段箱梁根部梁高5.0米,边支点处梁高2.5米。其箱梁的走向是忽左忽右、或大或小呈弧形变化的。箱梁的横坡是单向的,坡度从0~5.3%或5.3~0%连续变化的,坡向也是忽左忽右不断变化的。因此普通挂篮的结构难以满足该箱梁的悬臂浇注施工。However, the structure of the concrete continuous box girder of the DASH expressway ramp in Malaysia is completely different. The continuous beam is a single-box, single-chamber, variable-height, variable-section straight web section. The top plate of the box girder is 8.1 meters wide, and the bottom plate is 4.5 meters wide. The maximum cantilever The cast beam section is 4.34 meters long, and the box beam section 0 is 12 meters long. The beam bottom plate changes according to a parabola. The beam height at the root of the 0# section box beam is 5.0 meters, and the beam height at the side fulcrum is 2.5 meters. The direction of the box beams changes from left to right, large or small, in an arc shape. The cross slope of the box girder is one-way, the slope continuously changes from 0 to 5.3% or 5.3 to 0%, and the slope direction also changes from left to right. Therefore, the structure of the ordinary hanging basket cannot meet the cantilever casting construction of the box girder.
由于箱梁面层横坡的角度大,导致挂篮左右轨的距间高差也大,而且是从0~5.3%或5.3~0%连续变化的,普通钢枕是无法解决渐变坡度和高差的变化的,也无法使挂篮始终处于水平状态下施工。Due to the large cross-slope angle of the box girder surface, the height difference between the left and right rails of the hanging basket is also large, and it changes continuously from 0 to 5.3% or 5.3 to 0%. Ordinary steel sleepers cannot solve the gradual slope and height difference. If the change is poor, the hanging basket cannot always be constructed in a horizontal state.
普通挂篮在施工中始终是沿着箱梁的纵轴线直行的,挂篮前端的模板也始终是与待浇段箱梁的方位一致的。具体来说,如果挂篮从1号段箱梁前移到2号段箱梁就可以浇筑3号段箱梁了,但这时挂篮的后锚点却仍然在1号段箱梁上。也就是说挂篮每前移一次要牵涉到前后三段箱梁:即后锚段箱梁、主构架所在段箱梁和待浇段箱梁。由于这三段箱梁都在一条轴线上,所以才能走一段浇一段,一直到终点。但是弧形箱梁就不同了,这三段箱梁的中轴线都不吻合,形成了三个不同的角度。导致了挂篮从1号段箱梁前移到2号段箱梁后,前面的模板与待浇的3号段箱梁的方位有偏差,需要把挂篮横向偏移一下,使模板与待浇段箱梁的方位一致才行,但这一偏移就使挂篮的后锚点与1号段箱梁上预留的后锚孔又产生了偏差,还需要纠正这里的横向偏差。为此,只有解决好挂篮与这三段箱梁的位置关系和左右主构架的高差问题才能确保正常施工。目前的挂篮存在以下缺陷:Ordinary hanging baskets always run straight along the longitudinal axis of the box beam during construction, and the formwork at the front end of the hanging basket is always consistent with the orientation of the box beam to be poured. Specifically, if the hanging basket moves forward from the box girder in Section 1 to the box girder in Section 2, the box girder in Section 3 can be poured, but at this time the rear anchor point of the hanging basket is still on the box girder in Section 1. That is to say, each forward movement of the hanging basket involves three sections of box beams at the front and rear: the rear anchor section box beam, the section box beam where the main frame is located, and the section box beam to be poured. Since these three sections of box girders are all on the same axis, they can be casted one section at a time, all the way to the end. But the arc box girder is different. The central axes of these three box girder sections do not match, forming three different angles. As a result, after the hanging basket moved forward from the box girder in Section 1 to the box girder in Section 2, the formwork in front was deviated from the orientation of the box girder in Section 3 to be poured. The hanging basket needed to be shifted laterally to make the formwork and the box girder in Section 3 to be poured. The orientation of the cast section box beams must be consistent, but this offset causes a deviation between the rear anchor point of the hanging basket and the rear anchor hole reserved on the No. 1 section box beam, and the lateral deviation here needs to be corrected. For this reason, only by solving the positional relationship between the hanging basket and the three box beams and the height difference between the left and right main frames can normal construction be ensured. The current hanging basket has the following defects:
1、前滑座是个整体结构,其上部与主桁架的中支点座连接在一起,下部通过一对滚轮卡在行走轨道上滑动前移并承受砼箱梁的重力。若挂篮要偏移,前滑座处便是整个主构件偏转的转角点(拐点)。由于前滑座上的一对滚轮卡在行走轨道的间距很小(10mm左右),因此挂篮要偏移将受到这个间距的限制,无法使主桁架有较大的转动,所以不能满足施工要求。1. The front sliding seat is an integral structure. Its upper part is connected with the middle fulcrum seat of the main truss. The lower part is stuck on the walking track through a pair of rollers, slides forward and bears the gravity of the concrete box beam. If the hanging basket is to be deflected, the front sliding seat is the corner point (inflection point) where the entire main component deflects. Since the distance between the pair of rollers on the front sliding seat and the running track is very small (about 10mm), the deflection of the hanging basket will be limited by this distance, and the main truss cannot rotate significantly, so it cannot meet the construction requirements. .
2、反扣轮行走装置也是整体结构,与主桁架的后端连接在一起。其四个滚轮同样卡在行走轨道的腹板两侧,并夹在行走轨道的上下面板之间,起到防止挂篮倾覆和前移的作用,但是不能左右横向移动,不能调整主桁架的方位。2. The anti-lock wheel traveling device is also an integral structure and is connected to the rear end of the main truss. Its four rollers are also stuck on both sides of the web of the walking track and are sandwiched between the upper and lower panels of the walking track to prevent the hanging basket from overturning and moving forward. However, it cannot move left and right laterally and the orientation of the main truss cannot be adjusted. .
3、挂篮的行走轨道为箱室结构,长度一般与所在箱梁段的长度一致,与箱梁段的锚固点设在箱室内底部,空间狭窄,螺母不便拧紧。此外,由于挂篮的纵向跨距在5m以上,因此挂篮底下总是骑压着二根短轨,每次前移行走轨道时必须先在前面接上每根行走轨道才能移动,且都是靠人工来搬运、对接,既费时又费力。3. The walking track of the hanging basket is a box structure, and its length is generally consistent with the length of the box beam section. The anchor point with the box beam section is located at the bottom of the box room. The space is narrow and the nuts are inconvenient to tighten. In addition, since the longitudinal span of the hanging basket is more than 5m, there are always two short rails riding on the bottom of the hanging basket. Every time the walking track is moved forward, each walking rail must be connected in front before moving, and both Relying on manual handling and docking is time-consuming and laborious.
发明内容Contents of the invention
本发明的目的在于克服现有技术的缺陷而提供一种用于悬臂浇注小曲率半径连续梁的挂篮,它解决了挂篮可绕前滑座水平旋转问题,挂篮的横向偏移问题和行走轨道前移问题;既能用于常规大跨现浇连续梁结构施工,又能满足任何单向超高平衡、圆弧转向大跨现浇连续梁的施工,适用范围更广泛。The object of the present invention is to overcome the shortcomings of the prior art and provide a hanging basket for cantilever casting of continuous beams with small curvature radius, which solves the problem of the hanging basket being able to rotate horizontally around the front sliding seat, the lateral offset problem of the hanging basket and the The problem of forward movement of the walking track; it can be used not only for the construction of conventional large-span cast-in-place continuous beam structures, but also for the construction of any one-way ultra-high balance, arc-turning large-span cast-in-place continuous beams, and has a wider scope of application.
本发明的目的是这样实现的:一种用于悬臂浇注小曲率半径连续梁的挂篮,包括主构架、行走系统、锚固系统、底模系统、模板系统、悬吊系统和安全防护系统;The object of the present invention is achieved as follows: a hanging basket for cantilever casting of continuous beams with small curvature radius, including a main frame, a walking system, an anchoring system, a bottom mold system, a formwork system, a suspension system and a safety protection system;
所述主构架包括两榀结构相同的三角形主桁架、顶横梁和横联;每榀主桁架由桁架主梁、竖杆、前斜杆和后斜杆;所述桁架主梁的前端、中部和后端各自通过前节点座、中支点座和后锚座与前斜杆的前端、竖杆的下端和后斜杆的后端连接;所述竖杆的上端通过顶节点座分别与前斜杆的后端和后斜杆的前端连接;所述顶横梁连接在两榀主桁架的前节点座之间;所述横联连接在两榀主桁架的竖杆之间;The main frame includes two triangular main trusses, top beams and cross-links with the same structure; each main truss consists of a truss main beam, a vertical rod, a front diagonal rod and a rear diagonal rod; the front end, middle part and rear part of the truss main beam are The rear ends are respectively connected to the front end of the front inclined rod, the lower end of the vertical rod and the rear end of the rear inclined rod through the front node seat, the middle fulcrum seat and the rear anchor seat; the upper end of the vertical rod is respectively connected to the front inclined rod through the top node seat. The rear end is connected to the front end of the rear diagonal rod; the top cross beam is connected between the front node seats of the two main trusses; the horizontal connection is connected between the vertical rods of the two main trusses;
所述行走系统包括两根行走轨道、滑行机构和行走机构;所述滑行机构包括两个一一对应地安装在两根行走轨道与两榀主桁架的中支点座之间的前滑座;所述行走机构包括两个一一对应地安装在两根行走轨道与两榀主桁架的后锚座之间的反扣轮行走装置;The walking system includes two walking rails, a sliding mechanism and a walking mechanism; the sliding mechanism includes two front sliding seats installed between the two walking rails and the middle fulcrum seats of the two main trusses in one-to-one correspondence; The traveling mechanism includes two counter-pulling traveling devices installed between the two traveling rails and the rear anchor seats of the two main trusses in one-to-one correspondence;
两根所述行走轨道分别通过轨道垫梁和压轨梁并对应两榀主桁架的间距铺设在箱梁段的顶面上;每根行走轨道包括两根平行设置且长度为10米的工字钢和若干间隔地连接在两根工字钢之间的横向连接梁;The two walking rails pass through the track pad beam and the rail beam respectively and are laid on the top surface of the box girder section corresponding to the spacing between the two main trusses; each walking rail includes two I-shaped beams arranged in parallel and with a length of 10 meters. Steel and a number of transverse connecting beams connected at intervals between two I-beams;
每个所述前滑座包括前滑座垫块、两个前滑座调高块、前滑座转轴和前滑座千斤顶;其中,Each front sliding seat includes a front sliding seat pad, two front sliding seat height adjustment blocks, a front sliding seat rotating shaft and a front sliding seat jack; wherein,
所述前滑座垫块上开设一个轴孔、两个穿孔和四个方孔;所述轴孔开设在前滑座垫块的中心,两个穿孔对称地开设在轴孔的左右侧且间距与每根行走轨道的两根工字钢的间距相同,四个方孔一一对应地设在两个穿孔的前后侧;所述前滑座垫块的顶板上还在一个与所述轴孔同心的圆周线上均布地开设四个腰形连接孔;所述前滑座垫块通过四个一一对应地设在四个连接孔中的螺栓安装在所述中支点座的下部设置的连接板上;The front sliding seat pad is provided with an axis hole, two through holes and four square holes; the axis hole is opened in the center of the front sliding seat pad, and the two through holes are symmetrically opened on the left and right sides of the axis hole and spaced apart The spacing between the two I-beams of each walking track is the same, and four square holes are provided on the front and rear sides of the two perforations in one-to-one correspondence; there is also a hole on the top plate of the front sliding seat pad that is connected to the axis hole. Four waist-shaped connection holes are evenly distributed on the concentric circumferential line; the front sliding seat pad is installed on the lower part of the middle fulcrum seat through four bolts located in the four connection holes in one-to-one correspondence. on board;
每个前滑座调高块的顶板上对应所述前滑座垫块的左边或右边开设的一个穿孔和两个方孔也开设一个穿孔和两个方孔,穿孔中插置一根螺杆,两个方孔中均插置一根方管,螺杆和两根方管的下端均固定在前滑座调高块的底板上;每个前滑座调高块的底板两侧个设置一块挡板形成一个倒U型轨道卡槽;两个前滑座调高块各自设在所述前滑座垫块的左边下端和右边下端并各自将一根螺杆和两根方管插入前滑座垫块的左边开设的一个穿孔和两个方孔中和前滑座垫块的右边开设的一个穿孔和两个方孔中,且每个前滑座调高块上的螺杆均通过位于前滑座调高块的顶面上的螺母锁定,两个前滑座调高块各自将轨道卡槽坐落在每根行走轨道的两根工字钢的上翼板的顶面上;The top plate of each front sliding seat height-adjusting block is also provided with a through hole and two square holes corresponding to the left or right side of the front sliding seat pad, and a screw rod is inserted into the through hole. A square tube is inserted into the two square holes, and the screw rod and the lower ends of the two square tubes are fixed on the bottom plate of the front slide height adjustment block; a block is provided on both sides of the bottom plate of each front slide height adjustment block. The plate forms an inverted U-shaped track slot; the two front sliding seat height adjustment blocks are respectively located at the lower left end and right lower end of the front sliding seat pad, and a screw rod and two square tubes are inserted into the front sliding seat pad. There is one through hole and two square holes on the left side of the block and one through hole and two square holes on the right side of the front slide block, and the screws on each front slide height adjustment block pass through the front slide block. The nut on the top surface of the height adjustment block is locked, and the two front slide height adjustment blocks each place the track slot on the top surface of the upper wing plate of the two I-beams of each walking track;
所述前滑座转轴连接在所述中支点座的下端并插置在所述前滑座垫块的轴孔中;The front sliding seat rotating shaft is connected to the lower end of the middle fulcrum seat and inserted into the axis hole of the front sliding seat pad;
所述前滑座千斤顶安装在箱梁段的顶面与所述前滑座转轴的下端连接的垫板的底面之间;The front slide jack is installed between the top surface of the box beam section and the bottom surface of the pad connected to the lower end of the front slide shaft;
每个所述反扣轮行走装置包括一根横向挂杆、后支座调高块、两根拉杆和两个行走小车;其中,Each of the anti-locking wheel walking devices includes a transverse hanging rod, a rear support height adjustment block, two pull rods and two walking trolleys; wherein,
所述横向挂杆穿设在所述后锚座上开设的横杆穿孔中;The transverse hanging rod is inserted into the transverse rod perforation provided on the rear anchor base;
所述后支座调高块由两侧臂和底部构成而呈U形,该后支座调高块的两侧臂的上端各自连接在所述横向挂杆的两头,该两侧臂的上部还同轴地开设了一个拉杆穿孔,该后支座调高块的底部的左右边各自开设了一组定高孔,该两组定高孔的间距与每根行走轨道的两根工字钢的间距对应;The rear support height-adjusting block is composed of two side arms and a bottom and is U-shaped. The upper ends of the two side arms of the rear support height-adjusting block are respectively connected to both ends of the transverse hanging rod. The upper portions of the two side arms are A pull rod perforation is also coaxially provided, and a set of height-fixing holes are respectively provided on the left and right sides of the bottom of the rear support height-adjusting block. The distance between the two sets of height-fixing holes is consistent with the two I-beams of each walking track. corresponding to the spacing;
两根拉杆各自水平向地穿设在所述后支座调高块的两侧臂上的拉杆穿孔和所述桁架主梁的两侧面上开设的拉杆穿孔中并通过螺母和限位螺钉锁定;The two tie rods are each horizontally inserted into the tie rod through holes on both sides of the arms of the rear support height adjustment block and the tie rod through holes on both sides of the truss main beam, and are locked by nuts and limit screws;
每个行走小车的包括反扣轮连接杆、两块反扣轮吊板和两对反扣轮;所述反扣轮连接杆的表面上开设一组调高孔;两块反扣轮吊板各自焊接在反扣轮连接杆的左右侧面上;两对反扣轮各自安装在两块反扣轮吊板的下部相对面上;两个行走小车各自通过一根插在后支座调高块的左右边定高孔和反扣轮连接杆上的调高孔中的插销连接在后支座调高块上,两个行走小车的两对反扣轮各自卡在每根行走轨道的两根工字钢的腹板两侧并顶在上翼板的底面上。Each traveling trolley includes an anti-locking wheel connecting rod, two anti-locking wheel hanging plates and two pairs of anti-locking wheel; a set of height adjustment holes are provided on the surface of the anti-locking wheel connecting rod; two anti-locking wheel hanging plates Each is welded on the left and right sides of the anti-locking wheel connecting rod; the two pairs of anti-locking wheels are each installed on the lower opposite surface of the two anti-locking wheel hanging plates; the two walking trolleys are each inserted into the rear support height adjustment block through a The pins in the height-adjusting holes on the left and right sides and the height-adjusting holes on the connecting rods of the anti-locking wheels are connected to the height-adjusting block of the rear support. The two pairs of anti-locking wheels of the two traveling trolleys are respectively stuck on the two workpieces of each walking track. The two sides of the web of the word steel are pressed against the bottom surface of the upper wing plate.
上述的用于悬臂浇注小曲率半径连续梁的挂篮,其中,所述行走系统还包括推动机构,该推动机构包括两个一一对应地安装在两个前滑座的后端与两根行走轨道之间的动力装置;每个动力装置包括反力座、走行滑块和牵引千斤顶;所述反力座包括座梁、两块卡座板和提轨板;所述座梁由前槽钢和后槽钢以腿对腿的方式焊接而成;两块卡座板以间距与每根行走轨道的两根工字钢的间距相应的方式各自连接在座梁的两头前表面与两个所述前滑座调高块的后端面之间,该两块卡座板的底面中部均开设一个T形卡槽并各自卡装在每根行走轨道的两根工字钢上;所述提轨杆焊接在座梁的中部后表面上;所述走行滑块包括滑块本体、两根阻挡销、两块滑块耳板和一对铰接板;所述滑块本体的底面以间距与每根行走轨道的两根工字钢的间距相应的方式开设两个T形扣槽,该滑块本体的顶面上对应两个扣槽各自突设一对铰座板,并在一对铰座板之间开设一条与扣槽的顶部连通的耳板槽,每对铰座板上对应地开设一个铰孔和对称地位于铰孔的前侧上方的前阻挡孔和后侧上方的后阻挡孔,该滑块本体通过两个扣槽扣合在每根行走轨道的两根工字钢上;两根阻挡销各自插在两对铰座板上的前阻挡孔和后阻挡孔中;两块滑块耳板各自设在两个耳板槽内并位于两根阻挡销之间,该两块滑块耳板的上部各自固套在一根钢管的两头,每块滑块耳板的下部均开设一铰孔并各自通过铰轴铰接在滑块本体上的一对铰座板之间,使滑块耳板的底面与耳板槽的底面持平;一对铰接板的上部固套在所述钢管的中部;所述牵引千斤顶的底面铰接在所述反力座的提轨板上,该牵引千斤顶的顶杆端头与所述走行滑块上的一对铰接板的下部铰接。The above-mentioned hanging basket for cantilever casting of continuous beams with small curvature radius, wherein the walking system also includes a pushing mechanism, the pushing mechanism includes two installed on the rear ends of the two front sliding seats and two walking rods in one-to-one correspondence. The power device between the tracks; each power device includes a reaction seat, a traveling slide block and a traction jack; the reaction seat includes a seat beam, two deck plates and a rail lifting plate; the seat beam is made of front channel steel and the rear channel steel are welded leg-to-leg; the two deck plates are connected to the front surfaces of both ends of the seat beam and the two described Between the rear end faces of the front slide height adjustment block, a T-shaped slot is provided in the middle of the bottom surface of the two deck plates and is respectively clamped on the two I-beams of each walking track; the rail lifting rod Welded on the rear surface of the middle part of the seat beam; the running slider includes a slider body, two blocking pins, two slider ear plates and a pair of hinge plates; the bottom surface of the slider body is spaced apart from each walking track Two T-shaped buckle grooves are provided at corresponding intervals between the two I-beams. A pair of hinge seat plates are protruding from the top surface of the slider body corresponding to the two buckle grooves, and between the pair of hinge seat plates An ear plate slot is opened that communicates with the top of the buckle slot. Each pair of hinge base plates is provided with a reaming hole and a front blocking hole symmetrically located above the front side of the reaming hole and a rear blocking hole located above the rear side. The block body is fastened to the two I-beams of each walking track through two buckle grooves; the two blocking pins are inserted into the front blocking holes and the rear blocking holes on the two pairs of hinge base plates; the two slide block lugs The plates are respectively located in the two ear plate grooves and between the two blocking pins. The upper parts of the two slider ear plates are respectively fixed on both ends of a steel pipe. A hinge is provided at the lower part of each slider ear plate. The holes are each hinged between a pair of hinge seat plates on the slider body through hinge axes, so that the bottom surface of the slider ear plate is flush with the bottom surface of the ear plate groove; the upper part of the pair of hinge plates is fixedly sleeved on the middle part of the steel pipe ; The bottom surface of the traction jack is hinged on the rail lifting plate of the reaction seat, and the end of the ejector rod of the traction jack is hinged on the lower part of a pair of hinge plates on the traveling slide block.
上述的用于悬臂浇注小曲率半径连续梁的挂篮,其中,所述锚固系统包括两组一一对应地设在两榀主桁架的两个后锚座与箱梁段之间的锚固机构;每组锚固机构包括两对预埋在所述箱梁段的顶板上的后锚杆和两根压在所述后锚座上并各自与两对后锚杆连接的后锚扁担梁。The above-mentioned hanging basket for cantilever casting of continuous beams with small curvature radius, wherein the anchoring system includes two sets of anchoring mechanisms located in one-to-one correspondence between the two rear anchor seats of the two main trusses and the box beam sections; Each set of anchoring mechanisms includes two pairs of rear anchor rods pre-embedded on the top plate of the box girder section and two rear anchor pole beams pressed on the rear anchor seats and each connected to the two pairs of rear anchor rods.
本发明的用于悬臂浇注小曲率半径连续梁的挂篮具有以下特点:The hanging basket of the present invention for cantilever casting of continuous beams with small curvature radius has the following characteristics:
1、解决了挂篮可绕前滑座水平旋转的问题:将两榀主桁架的中支点座和前滑座的中间通过转轴连接,并在转轴的下端设置前滑座千斤顶,能根据施工要求,使挂篮整体既能围绕前滑座进行水平偏转,实现横向偏移,又能自动调整挂篮的两榀主桁架的高度差;1. Solved the problem that the hanging basket can rotate horizontally around the front sliding seat: connect the middle fulcrum seat of the two main trusses and the middle of the front sliding seat through the rotating shaft, and set the front sliding seat jack at the lower end of the rotating shaft, which can be used according to the construction requirements. , so that the entire hanging basket can not only deflect horizontally around the front sliding seat to achieve lateral deflection, but also automatically adjust the height difference between the two main trusses of the hanging basket;
2、解决了挂篮的横向偏移的问题:将反扣轮挂架形成口字型框架,并在反扣轮挂架的两侧面各自开设一个拉杆穿孔,在两个拉杆穿孔内各设置一根拉杆,通过拉杆的左右移动来带动主桁架横向移动,确保挂篮的横向位置满足设计要求;并在每个反扣轮行走装置的两个行走小车上各自设置两对反扣轮,使每根行走轨道的两根工字钢的腹板两侧均卡装两个反扣轮,相比现有的挂篮的行走小车上仅设置一对反扣轮增加了挂篮整体反倾覆的力度。除此之外,又在两个行走小车与反扣轮挂架之间设置了高度锁定装置,满足了挂篮整体水平位置的要求;2. Solve the problem of lateral offset of the hanging basket: the anti-locking wheel hanger is formed into a square frame, and a tie rod hole is opened on both sides of the anti-lock wheel hanger, and a tie rod hole is set in each of the two tie rod holes. A tie rod drives the main truss to move laterally through the left and right movement of the tie rod, ensuring that the lateral position of the hanging basket meets the design requirements; and two pairs of counter-detent wheels are provided on the two walking trolleys of each counter-detent wheel walking device, so that each Two anti-locking wheels are mounted on both sides of the two I-beam webs of the walking track. Compared with the existing hanging basket, only a pair of anti-locking wheels are provided on the walking trolley, which increases the overall anti-overturning strength of the hanging basket. . In addition, a height locking device is set between the two traveling trolleys and the anti-lock wheel hanger to meet the requirements for the overall horizontal position of the hanging basket;
3、解决了行走轨道前移问题:行走轨道采用两根10m长的320工字钢并排作为每根行走轨道,两根工字钢之间用连接梁连接,使两根工字钢之间能安放前滑座千斤顶,既加大了行走轨道之间的空间,增强了行走轨道的稳定性,又满足行走轨道能通过横向液压千斤顶自动迁移。3. Solve the problem of forward movement of the walking track: the walking track uses two 10m long 320 I-beams side by side as each walking track, and the two I-beams are connected with connecting beams, so that the two I-beams can Installing the front slide jack not only increases the space between the walking rails, enhances the stability of the walking rails, but also allows the walking rails to be automatically relocated through the transverse hydraulic jacks.
综上,本发明的用于悬臂浇注小曲率半径连续梁的挂篮,操作方便,具有很强的灵活性,既能用于常规大跨现浇连续梁结构施工,又能满足任何单向超高平衡、圆弧转向大跨现浇连续梁的施工,适用范围更广泛,极大地提高了施工效率。In summary, the hanging basket of the present invention for cantilever casting of continuous beams with small curvature radius is easy to operate and has strong flexibility. It can be used in the construction of conventional large-span cast-in-place continuous beam structures and can meet the requirements of any one-way ultra-high beam structure. The construction of high-balance, arc-turned large-span cast-in-place continuous beams has a wider range of applications and greatly improves construction efficiency.
附图说明Description of the drawings
图1是本发明的用于悬臂浇注小曲率半径连续梁的挂篮的前视图;Figure 1 is a front view of the hanging basket used for cantilever casting continuous beams with small curvature radius according to the present invention;
图2是本发明的用于悬臂浇注小曲率半径连续梁的挂篮的侧视图;Figure 2 is a side view of the hanging basket used for cantilever casting continuous beams with small curvature radius according to the present invention;
图3是本发明的挂篮中的前滑座的主视图;Figure 3 is a front view of the front sliding seat in the hanging basket of the present invention;
图4是本发明的挂篮中的前滑座的侧视图(去掉前滑座千斤顶);Figure 4 is a side view of the front sliding seat in the hanging basket of the present invention (removing the front sliding seat jack);
图5是本发明的挂篮中的前滑座的俯视图;Figure 5 is a top view of the front sliding seat in the hanging basket of the present invention;
图6是本发明的挂篮中的前滑座旋转到极限状态时的俯视图;Figure 6 is a top view of the front sliding seat in the hanging basket of the present invention when it rotates to the extreme state;
图7是本发明的挂篮中的反扣轮行走装置的主视图;Figure 7 is a front view of the anti-lock wheel walking device in the hanging basket of the present invention;
图8是本发明的挂篮中的反扣轮行走装置的侧视图;Figure 8 is a side view of the anti-pulling wheel walking device in the hanging basket of the present invention;
图9是本发明的挂篮中的反扣轮行走装置的平移后的主视图;Figure 9 is a front view of the anti-lock wheel walking device in the hanging basket of the present invention after translation;
图10是本发明的挂篮中的动力装置的侧视图;Figure 10 is a side view of the power device in the hanging basket of the present invention;
图11是本发明的挂篮中的反力座的主视图;Figure 11 is a front view of the reaction seat in the hanging basket of the present invention;
图12是本发明的挂篮中的走行滑块的主视图。Figure 12 is a front view of the traveling slider in the hanging basket of the present invention.
具体实施方式Detailed ways
下面将结合附图对本发明作进一步说明。The present invention will be further described below in conjunction with the accompanying drawings.
请参阅图1至图12,本发明的用于悬臂浇注小曲率半径连续梁的挂篮,包括主构架、底模系统81、模板系统82、悬吊系统9、行走系统、锚固系统80和安全防护系统。Please refer to Figures 1 to 12. The hanging basket of the present invention for cantilever casting of continuous beams with small curvature radius includes a main frame, a bottom mold system 81, a formwork system 82, a suspension system 9, a walking system, an anchoring system 80 and a safety Protection system.
主构架包括两榀结构相同的三角形主桁架1、顶横梁22和横联3;每榀主桁架1由桁架主梁10、竖杆12、前斜杆11和后斜杆13;其中,桁架主梁10的前端、中部和后端各自通过前节点座14、中支点座15和后锚座16与前斜杆11的前端、竖杆12的下端和后斜杆13的后端连接;竖杆12的上端通过顶节点座120分别与前斜杆11的后端和后斜杆13的前端连接;顶横梁2连接在两榀主桁架1的前节点座14之间;横联3连接在两榀主桁架1的竖杆12之间,横联3还连接外挑水平杆31和外挑长斜杆32。The main frame includes two triangular main trusses 1, top beams 22 and cross-links 3 with the same structure; each main truss 1 consists of a truss main beam 10, a vertical rod 12, a front diagonal rod 11 and a rear diagonal rod 13; among them, the main truss The front, middle and rear ends of the beam 10 are respectively connected to the front end of the front diagonal bar 11, the lower end of the vertical bar 12 and the rear end of the rear diagonal bar 13 through the front node seat 14, the middle fulcrum seat 15 and the rear anchor seat 16; The upper end of 12 is connected to the rear end of the front diagonal bar 11 and the front end of the rear diagonal bar 13 respectively through the top node seat 120; the top cross beam 2 is connected between the front node seats 14 of the two main trusses 1; the cross link 3 is connected between the two main trusses 1. Between the vertical bars 12 of the main truss 1, the horizontal link 3 also connects the overhanging horizontal bars 31 and the overhanging long diagonal bars 32.
主桁架1的中支点座15至前节点座14的距离为5.5米,中支点座15至后锚座16的距离为4.5米,主桁架1的中线高度为3.8米;两榀主桁架1的桁架主梁10、竖杆12、前斜杆11和后斜杆13均由两根25号槽钢腿对腿拼接而成,各杆件之间通过销轴进行连接。The distance from the middle fulcrum base 15 to the front node base 14 of the main truss 1 is 5.5 meters, the distance from the middle fulcrum base 15 to the rear anchor base 16 is 4.5 meters, the centerline height of the main truss 1 is 3.8 meters; the distance between the two main trusses 1 The main beam 10 of the truss, the vertical rod 12, the front inclined rod 11 and the rear inclined rod 13 are all made of two No. 25 channel steel legs spliced leg to leg, and each rod is connected by a pin.
底模系统81包括底横梁、底纵梁和底模板;底横梁采用双拼36号工字钢,底纵梁A采用双拼32号工字钢,底纵梁B采用32号工字钢,边纵梁A采用14号槽钢。底纵梁与底横梁采用螺栓连接固定。The bottom formwork system 81 includes the bottom cross beam, the bottom longitudinal beam and the bottom formwork; the bottom cross beam is made of double-jointed No. 36 I-beam steel, the bottom longitudinal beam A is made of double-jointed No. 32 I-beam steel, and the bottom longitudinal beam B is made of No. 32 I-beam steel. Side longitudinal beam A is made of No. 14 channel steel. The bottom longitudinal beam and the bottom cross beam are connected and fixed with bolts.
模板系统82包括外模板、外模支架821、内模板和内模框架822。外模板及外模支架821均由槽钢焊接而成,外模板的面板为5mm厚的钢板。内模板采用5mm厚的钢板组焊,内模框架822采用槽钢焊接;由于箱梁横坡及腹板的宽度会发生变化,因此外模板和内模板做出角度可调式模板。内模框架822制作成角度可调及横向宽度可调的形式,满足箱梁的腹板变化后使用。The formwork system 82 includes an outer formwork, an outer formwork support 821, an inner formwork and an inner formwork frame 822. The outer formwork and the outer formwork bracket 821 are both welded by channel steel, and the panel of the outer formwork is a 5mm thick steel plate. The inner formwork is assembled and welded by 5mm thick steel plates, and the inner formwork frame 822 is welded by channel steel. Since the cross slope of the box girder and the width of the web will change, the angle-adjustable formwork is made for the outer and inner formwork. The inner mold frame 822 is made in an angle-adjustable and transverse-width-adjustable form, so that it can be used after the web plate of the box girder is changed.
悬吊系统9包括底模平台前后吊杆,外模走行梁前后吊杆、内模走行梁前后吊杆、垫梁、吊杆扁担梁91及螺旋千斤顶。悬吊系统9用于悬吊底模平台、外模和内模,并将底模平台、外模和内模的自重、箱梁段混凝土的重量及其它施工荷载传递到主构架和已成箱梁段上。底模的前后横梁上各设置6个吊点,吊点均采用Φ32精轧螺纹钢筋。底模平台前端悬吊在挂篮的顶横梁22上,顶横梁22上设有由吊杆扁担梁和螺旋千斤顶组成的调节装置,可任意调整底模的标高。底模平台的后端悬吊在已成箱梁段的底板上和翼缘板上。外模走行梁前后吊杆和内模走行梁前后吊杆均采用单根Φ32精轧螺纹钢筋。The suspension system 9 includes front and rear suspenders of the bottom mold platform, front and rear suspenders of the outer mold running beam, front and rear suspenders of the inner mold running beam, pad beams, suspender pole beams 91 and screw jacks. The suspension system 9 is used to suspend the bottom formwork platform, outer formwork and inner formwork, and transfer the self-weight of the bottom formwork platform, outer formwork and inner formwork, the weight of the concrete in the box girder section and other construction loads to the main frame and the completed box. On the beam section. There are 6 lifting points on each of the front and rear beams of the bottom formwork. The lifting points are all made of Φ32 precision-rolled threaded steel bars. The front end of the bottom form platform is suspended on the top beam 22 of the hanging basket. The top beam 22 is provided with an adjustment device consisting of a suspender pole beam and a screw jack, so that the elevation of the bottom form can be adjusted arbitrarily. The rear end of the bottom formwork platform is suspended from the bottom plate and flange plate of the box girder section. The front and rear booms of the outer mold walking beam and the front and rear booms of the inner mold walking beam are all made of a single Φ32 precision-rolled threaded steel bar.
行走系统包括两根行走轨道4、滑行机构、行走机构、推动机构、两根内模走行梁75和两根外模走行梁75。The traveling system includes two traveling rails 4, a sliding mechanism, a traveling mechanism, a pushing mechanism, two inner mold traveling beams 75 and two outer mold traveling beams 75.
两根行走轨道4分别通过轨道垫梁42和压轨梁43并对应两榀主桁架1的间距铺设在箱梁段的顶面上;每根行走轨道4包括两根平行设置且长度为10米的工字钢40和若干间隔地连接在两根工字钢40之间的横向连接梁41。Two walking rails 4 pass through the track pad beam 42 and the rail beam 43 respectively and are laid on the top surface of the box girder section corresponding to the spacing between the two main trusses 1; each walking rail 4 includes two parallel rails and is 10 meters in length. The I-beam 40 and a plurality of transverse connecting beams 41 are spacedly connected between the two I-beams 40.
滑行机构包括两个一一对应地安装在两根行走轨道4与两榀主桁架的中支点座15之间的前滑座5。The sliding mechanism includes two front sliding seats 5 installed between the two walking rails 4 and the middle fulcrum seats 15 of the two main trusses in one-to-one correspondence.
每个前滑座5包括前滑座垫块51、两个前滑座调高块52、前滑座转轴53和前滑座千斤顶54(见图3、图4和图5);其中,Each front sliding seat 5 includes a front sliding seat pad 51, two front sliding seat height adjustment blocks 52, a front sliding seat rotating shaft 53 and a front sliding seat jack 54 (see Figures 3, 4 and 5); wherein,
前滑座垫块51上开设一个轴孔、两个穿孔和四个方孔;轴孔开设在前滑座垫块的中心,两个穿孔对称地开设在轴孔的左右侧且间距与每根行走轨道4的两根工字钢40的间距相同,四个方孔一一对应地设在两个穿孔的前后侧;前滑座垫块51的顶板上还在一个与轴孔同心的圆周线上均布地开设四个腰形连接孔510;该前滑座垫块51通过四个一一对应地设在四个连接孔510中的螺栓安装在中支点座15的下部设置的连接板上;The front sliding seat pad 51 is provided with an axis hole, two through holes and four square holes; the axis hole is opened in the center of the front sliding seat pad, and the two through holes are symmetrically opened on the left and right sides of the axis hole and are spaced apart from each other. The distance between the two I-beams 40 of the walking track 4 is the same, and the four square holes are located on the front and rear sides of the two perforations one by one; the top plate of the front sliding seat pad 51 also has a circumferential line concentric with the axis hole. Four waist-shaped connection holes 510 are evenly distributed on the top; the front sliding seat pad 51 is installed on the connection plate provided at the lower part of the middle fulcrum seat 15 through four bolts provided in the four connection holes 510 in one-to-one correspondence;
每个前滑座调高块52的顶板上对应前滑座垫块51的左边或右边开设的一个穿孔和两个方孔也开设一个穿孔和两个方孔,穿孔中插置一根螺杆520,两个方孔中均插置一根方管522,螺杆520和两根方管522的下端均固定在前滑座调高块52的底板上;每个前滑座调高块52的底板两侧个设置一块挡板523形成一个倒U型轨道卡槽;两个前滑座调高块52各自设在前滑座垫块51的左边下端和右边下端并各自将一根螺杆520和两根方管522插入前滑座垫块51的左边开设的一个穿孔和两个方孔中和前滑座垫块51的右边开设的一个穿孔和两个方孔中,且每个前滑座调高块52上的螺杆521均通过位于前滑座调高块51的顶面上的螺母521锁定,两个前滑座调高块52各自将轨道卡槽坐落在每根行走轨道4的两根工字钢40的上翼板的顶面上;The top plate of each front slide height adjustment block 52 is also provided with a through hole and two square holes corresponding to the left or right side of the front slide block 51, and a screw rod 520 is inserted in the through hole. , a square tube 522 is inserted into the two square holes, the screw 520 and the lower ends of the two square tubes 522 are fixed on the bottom plate of the front slide height adjustment block 52; the bottom plate of each front slide height adjustment block 52 A baffle 523 is provided on both sides to form an inverted U-shaped track slot; two front slide height adjustment blocks 52 are respectively provided at the lower left end and right lower end of the front slide block 51 and respectively connect a screw 520 and two The root square tube 522 is inserted into one perforation and two square holes opened on the left side of the front sliding seat pad 51 and one perforation and two square holes opened on the right side of the front sliding seat pad 51, and each front sliding seat is adjusted. The screws 521 on the high block 52 are locked by the nuts 521 located on the top surface of the front slide height adjustment block 51. The two front slide height adjustment blocks 52 respectively locate the track slots on two of the walking rails 4. On the top surface of the upper wing plate of I-beam 40;
前滑座转轴53连接在中支点座15的下端并插置在前滑座垫块51的轴孔中;The front sliding seat rotating shaft 53 is connected to the lower end of the middle fulcrum seat 15 and inserted into the axis hole of the front sliding seat pad 51;
前滑座千斤顶54安装在箱梁段的顶面与前滑座转轴53的下端连接的垫板的底面之间。The front sliding seat jack 54 is installed between the top surface of the box beam section and the bottom surface of the pad connected to the lower end of the front sliding seat rotating shaft 53.
行走机构包括两个一一对应地安装在两根行走轨道4与两榀主桁架1的后锚座16之间的反扣轮行走装置7。The traveling mechanism includes two counter-pulling traveling devices 7 installed between the two traveling rails 4 and the rear anchor seats 16 of the two main trusses 1 in one-to-one correspondence.
每个反扣轮行走装置7包括一根横向挂杆71、后支座调高块72、两根拉杆73和两个行走小车74(见图7和图8);其中,Each anti-locking wheel walking device 7 includes a transverse hanging rod 71, a rear support height adjustment block 72, two pull rods 73 and two walking trolleys 74 (see Figures 7 and 8); wherein,
横向挂杆71穿设在后锚座16上开设的横杆穿孔中;The transverse hanging rod 71 is inserted into the cross rod perforation opened on the rear anchor base 16;
后支座调高块72由两侧臂和底部构成而呈U形,该后支座调高块72的两侧臂的上端各自连接在横向挂杆71的两头,形成一口字型反扣轮挂架,该后支座调高块72的两侧臂的上部还同轴地开设了一个拉杆穿孔720;该后支座调高块72的底部的左右边各自开设了一组定高孔721,该两组定高孔721的间距与每根行走轨道4的两根工字钢40的间距对应;The rear support height-adjusting block 72 is U-shaped and is composed of two side arms and a bottom. The upper ends of the two side arms of the rear support height-adjusting block 72 are respectively connected to both ends of the transverse hanging rod 71 to form a square-shaped reverse buckle. Hanger, the upper part of the two arms of the rear support height adjustment block 72 is also coaxially provided with a tie rod through hole 720; the left and right sides of the bottom of the rear support height adjustment block 72 are each provided with a set of height fixing holes 721 , the spacing between the two sets of height-fixing holes 721 corresponds to the spacing between the two I-beams 40 of each walking track 4;
两根拉杆73各自水平向地穿设在后支座调高块72的两侧臂上的拉杆穿孔和桁架主梁10的两侧面上开设的拉杆穿孔中并通过螺母731和限位螺钉732锁定;The two tie rods 73 are each horizontally inserted into the tie rod through holes on both sides of the rear support height adjustment block 72 and the tie rod through holes on both sides of the truss main beam 10, and are locked by nuts 731 and limit screws 732. ;
每个行走小车74的包括反扣轮连接杆741、两块反扣轮吊板742和两对反扣轮743;反扣轮连接杆741的表面上开设一组调高孔740;两块反扣轮吊板742各自焊接在反扣轮连接杆741的左右侧面上;两对反扣轮743各自安装在两块反扣轮吊板742的下部相对面上;两个行走小车74各自通过一根插在后支座调高块72的左右边定高孔和反扣轮连接杆741上的调高孔中的插销连接在后支座调高块72上,两个行走小车74的两对反扣轮743各自卡在每根行走轨道4的两根工字钢40的腹板两侧并顶在上翼板的底面上。Each traveling trolley 74 includes an anti-locking wheel connecting rod 741, two anti-locking wheel hanging plates 742 and two pairs of anti-locking wheels 743; a set of height adjustment holes 740 are provided on the surface of the anti-locking wheel connecting rod 741; The buckle wheel hanging plates 742 are respectively welded to the left and right sides of the counter buckle wheel connecting rod 741; the two pairs of counter buckle wheels 743 are respectively installed on the lower opposite surfaces of the two counter buckle wheel hanging plates 742; the two walking trolleys 74 each pass through a The pins inserted into the height-adjusting holes on the left and right sides of the rear support height-adjusting block 72 and the height-adjusting holes on the reverse buckle wheel connecting rod 741 are connected to the rear support height-adjusting block 72, and the two pairs of opposite sides of the two walking trolleys 74 The catch wheels 743 are respectively stuck on both sides of the webs of the two I-beams 40 of each walking track 4 and are pressed against the bottom surface of the upper wing plate.
推动机构包括两个一一对应地安装在两个前滑座5的后端与两根行走轨道4之间的动力装置;每个动力装置包括反力座61、走行滑块62和牵引千斤顶60(见图10、图11和图12)。The pushing mechanism includes two power units installed in one-to-one correspondence between the rear ends of the two front sliding seats 5 and the two traveling rails 4; each power unit includes a reaction base 61, a traveling slide block 62 and a traction jack 60 (See Figure 10, Figure 11 and Figure 12).
每个反力座61包括座梁610、两块卡座板611和提轨板612;其中,座梁610由前槽钢和后槽钢以腿对腿的方式焊接而成;两块卡座板611以间距与每根行走轨道4的两根工字钢40的间距相应的方式各自连接在座梁610的两头前表面与两个前滑座调高块52的后端面之间,该两块卡座板611的底面中部均开设一个T形卡槽并各自卡装在每根行走轨道4的两根工字钢40上;提轨板612焊接在座梁610的中部后表面上。Each reaction seat 61 includes a seat beam 610, two card seat plates 611 and a rail lifting plate 612; wherein, the seat beam 610 is welded from front channel steel and rear channel steel in a leg-to-leg manner; the two card seats The plates 611 are respectively connected between the two front surfaces of the seat beam 610 and the rear end surfaces of the two front slide height adjustment blocks 52 in a manner corresponding to the distance between the two I-beams 40 of each walking track 4. A T-shaped slot is provided in the middle of the bottom surface of the base plate 611 and is respectively clamped on the two I-beams 40 of each walking track 4; the rail lifting plate 612 is welded to the middle rear surface of the seat beam 610.
走行滑块62包括滑块本体620、两根阻挡销、两块滑块耳板625和一对铰接板626;其中,滑块本体620的底面以间距与每根行走轨道4的两根工字钢40的间距相应的方式开设两个T形扣槽621,该滑块本体620的顶面上对应两个扣槽621各自突设一对铰座板622,并在一对铰座板622之间开设一条与扣槽621的顶部连通的耳板槽;每对铰座板622上对应地开设一个铰孔623和对称地位于铰孔623的前侧上方的前阻挡孔62a和后侧上方的后阻挡孔62b,该滑块本体620通过两个扣槽621扣合在每根行走轨道4的两根工字钢40上;两根阻挡销各自插在两对铰座板622上的前阻挡孔62a和后阻挡孔62b中;两块滑块耳板625各自设在两个耳板槽内并位于两根阻挡销之间,该两块滑块耳板625的上部各自固套在一根钢管624的两头,每块滑块耳板625的下部均开设一铰孔并各自通过铰轴铰接在滑块本体620上的一对铰座板622之间,使滑块耳板625的底面与耳板槽的底面持平;一对铰接板626的上部固套在钢管624的中部。The running slider 62 includes a slider body 620, two blocking pins, two slider ear plates 625 and a pair of hinge plates 626; wherein, the bottom surface of the slider body 620 is spaced apart from the two I-shaped poles of each walking rail 4. The steel 40 is provided with two T-shaped buckle grooves 621 at corresponding intervals. A pair of hinge seat plates 622 are respectively protruded on the top surface of the slider body 620 corresponding to the two buckle grooves 621, and between the pair of hinge seat plates 622 There is an ear plate groove connected with the top of the buckle groove 621; each pair of hinge base plates 622 is provided with a reaming hole 623 and a front blocking hole 62a symmetrically located above the front side of the reaming hole 623 and a reaming hole 62a located above the rear side. The rear blocking hole 62b, the slider body 620 is buckled on the two I-beams 40 of each walking track 4 through the two buckling grooves 621; the two blocking pins are respectively inserted into the front blocking on the two pairs of hinge base plates 622. In the hole 62a and the rear blocking hole 62b; the two slider ear plates 625 are respectively located in the two ear plate grooves and between the two blocking pins. The upper parts of the two slider ear plates 625 are respectively fixed in a At both ends of the steel pipe 624, a reamed hole is opened in the lower part of each slider ear plate 625 and each is hinged between a pair of hinge base plates 622 on the slider body 620 through a hinge axis, so that the bottom surface of the slider ear plate 625 is in contact with the hinge plate 625. The bottom surface of the ear plate groove is flat; the upper parts of a pair of hinge plates 626 are fixedly sleeved on the middle part of the steel pipe 624.
牵引千斤顶60的底面铰接在反力座61的提轨板612上,该牵引千斤顶60的顶杆端头与走行滑块62上的一对铰接板626的下部铰接。The bottom surface of the traction jack 60 is hinged on the rail lifting plate 612 of the reaction seat 61 , and the end of the push rod of the traction jack 60 is hinged on the lower part of a pair of hinge plates 626 on the traveling slide block 62 .
两根内模行走梁75设在内模框架822内,两根内模行走梁75的前端通过滑梁吊具和前吊杆悬吊在顶横梁2上,两根内模行走梁75的后端通过已浇箱梁顶板上的预留孔并通过滑梁吊具和后吊杆悬吊在已浇箱梁节段上。Two inner mold walking beams 75 are arranged in the inner mold frame 822. The front ends of the two inner mold walking beams 75 are suspended on the top beam 2 through the sliding beam spreader and the front suspender. The rear ends of the two inner mold walking beams 75 are The end passes through the reserved hole on the top plate of the cast box beam and is suspended on the cast box beam segment through the sliding beam spreader and the rear hanger.
两根外模行走梁76设在外模支架821内,两根外模行走梁76的前端通过滑梁吊具和前吊杆悬吊在顶横梁2上,两根外模行走梁76的后端通过已浇箱梁顶板上的预留孔并通过滑梁吊具和后吊杆悬吊在已浇箱梁节段上。The two outer mold walking beams 76 are arranged in the outer mold bracket 821. The front ends of the two outer mold walking beams 76 are suspended on the top beam 2 through the sliding beam spreader and the front suspension rod. The rear ends of the two outer mold walking beams 76 are It is suspended on the cast box beam segments through the reserved holes in the top plate of the cast box beam and through the sliding beam spreader and the rear hanger.
锚固系统80包括两组一一对应地设在主构架的两个后锚座16与箱梁段之间的锚固机构;每组锚固机构包括两对预埋在箱梁段的顶板上的后锚杆和两根压在后锚座16上并各自与两对后锚杆连接的后锚扁担梁。锚固系统80的作用是平衡浇筑混凝土时挂篮产生的倾覆力矩,确保挂篮施工安全。锚固系统80的传力途径为后锚座16→后锚扁担梁→后锚杆→箱梁段的顶板翼板。The anchoring system 80 includes two sets of anchoring mechanisms arranged in one-to-one correspondence between the two rear anchor seats 16 of the main frame and the box girder section; each group of anchoring mechanisms includes two pairs of rear anchors pre-embedded on the top plate of the box girder section. rod and two rear anchor pole beams that are pressed on the rear anchor seat 16 and are respectively connected to two pairs of rear anchor rods. The function of the anchoring system 80 is to balance the overturning moment generated by the hanging basket when pouring concrete to ensure the safety of the hanging basket construction. The force transmission path of the anchoring system 80 is the rear anchor seat 16 → the rear anchor pole beam → the rear anchor rod → the roof wing of the box beam section.
安全防护系统包括主构架防护系统、底模防护系统、底模修补平台、外模修补平台和底托防护。安全防护系统用于保护施工工人及施工连续梁桥下的正常通行。The safety protection system includes the main frame protection system, the bottom mold protection system, the bottom mold repair platform, the outer mold repair platform and the bottom bracket protection. The safety protection system is used to protect construction workers and normal traffic under construction of continuous girder bridges.
本发明的用于悬臂浇注小曲率半径连续梁的挂篮,根据施工要求需要偏移时,先以挂篮的中支点为拐点进行两个前滑座5偏转,再以两个前滑座5为支点进行两个反扣轮行走装置7的偏移。When the hanging basket of the present invention is used for cantilever casting of continuous beams with small curvature radius and needs to be offset according to construction requirements, the two front sliding seats 5 are first deflected using the middle fulcrum of the hanging basket as the inflection point, and then the two front sliding seats 5 are deflected. For the fulcrum, the two anti-locking wheel traveling devices 7 are offset.
进行两个前滑座5偏转时,先松开两个前滑座5的顶板上四个连接在中支点座15的下部连接板上的四个螺栓,并通过两个前滑座5下的前滑座千斤顶54将主构架顶离行走轨道4,再通过前滑座转轴53使前滑座垫块51带着两个前滑座调高52一起随着行走轨道4转动,实现调整行走轨道4的方位;两榀主桁架1也可通过前滑座转轴53随中支点座15一起转动,实现横向偏移,调整了主构架的方位(见图6)。偏移到位后,低侧主桁架通过设在该侧主桁架下的前滑座千斤顶54调整高低位置,然后用该前滑座千斤顶54两边的螺杆520上的螺母521锁定高度位置,解决了两榀主桁架1的高度差问题,使前滑座千斤顶54和螺杆520同时承受现浇箱梁段的重力。When deflecting the two front sliding seats 5, first loosen the four bolts on the top plates of the two front sliding seats 5 that are connected to the lower connecting plate of the middle fulcrum seat 15, and pass the two bolts under the two front sliding seats 5. The front slide jack 54 pushes the main frame away from the walking track 4, and then uses the front slide shaft 53 to make the front slide pad 51 rotate with the two front slide height adjustment 52 along with the walking track 4 to adjust the walking track. 4; the two main trusses 1 can also rotate together with the middle fulcrum seat 15 through the front slide shaft 53 to achieve lateral offset and adjust the orientation of the main frame (see Figure 6). After the offset is in place, the low-side main truss adjusts the height position through the front slide jack 54 located under the main truss on that side, and then uses the nuts 521 on the screw rods 520 on both sides of the front slide jack 54 to lock the height position, thus solving the problem of two problems. The height difference problem of the main truss 1 causes the front slide jack 54 and the screw rod 520 to simultaneously bear the gravity of the cast-in-place box girder section.
进行两个反扣轮行走装置7的偏移时,用两个反扣轮行走装置7一侧的拉杆73拉动桁架主梁10,使主构架往一侧横移,然后用另一侧拉杆73来锁定位置。这样一来,整套挂篮就能以两个前滑座5为支点,在反扣轮行走装置7处横向平移了挂篮的尾部,实现挂篮的整体偏移。另外,每个反扣轮行走装置7上的两个行走小车74上各自设置两对反扣轮743,使每根行走轨道4的两根工字钢40的腹板两侧均卡装两个反扣轮743,相比现有的挂篮的行走小车上仅设置一对反扣轮增加了挂篮整体反倾覆的力度。除此之外,又在两个行走小车74与反扣轮挂架(后支座调高块72)之间设置了高度锁定装置。当主构架调整到合适高度后,用销轴插入反扣轮挂架上的定高孔721和行走小车74上的调高孔内即可锁定位置(见图9)。When the two anti-locking wheel walking devices 7 are offset, use the tie rod 73 on one side of the two anti-locking wheel walking devices 7 to pull the truss main beam 10 to move the main frame to one side, and then use the other side pull rod 73 to lock the position. In this way, the entire set of hanging baskets can use the two front sliding seats 5 as fulcrums to laterally translate the tail of the hanging basket at the anti-lock wheel walking device 7 to achieve the overall deflection of the hanging basket. In addition, two pairs of anti-lock wheels 743 are respectively provided on the two traveling trolleys 74 of each anti-lock wheel traveling device 7, so that two pairs of anti-lock wheels 743 are clamped on both sides of the webs of the two I-beams 40 of each walking track 4. The anti-locking wheels 743 are only provided with a pair of anti-locking wheels on the walking trolley of the existing hanging basket, which increases the anti-overturning strength of the hanging basket as a whole. In addition, a height locking device is provided between the two traveling trolleys 74 and the reverse wheel hanger (rear support height adjustment block 72). After the main frame is adjusted to a suitable height, insert the pin shaft into the height-fixing hole 721 on the counter-lock wheel hanger and the height-adjusting hole on the traveling trolley 74 to lock the position (see Figure 9).
本发明的用于悬臂浇注小曲率半径连续梁的挂篮,将两根32号工字钢40并排作为每根行走轨道4的主体,两根工字钢40之间用横向连接梁41连接,加大了行走轨道4中间的空间,不仅增强了挂篮的稳定性,还能将前滑座千斤顶54安放在两根工字钢40的中间。另外采用压轨梁43压在行走轨道4的顶面上,可以最大限度的锚紧行走轨道4。还将一个箱梁段长的行走轨道4改成两个箱梁段长(10m)的行走轨道,可以不用人工搬运来对接行走轨道4。The hanging basket used for cantilever casting continuous beams with small curvature radius of the present invention uses two No. 32 I-beams 40 side by side as the main body of each walking track 4, and the two I-beams 40 are connected by a transverse connecting beam 41. Enlarging the space in the middle of the walking track 4 not only enhances the stability of the hanging basket, but also allows the front slide jack 54 to be placed in the middle of the two I-beams 40. In addition, the rail-pressing beam 43 is used to press on the top surface of the walking rail 4, so that the walking rail 4 can be anchored to the maximum extent. The walking track 4 with a length of one box girder section is also changed into a walking track with a length of two box girder sections (10m), so that the walking track 4 can be connected without manual handling.
当浇好一个箱梁段后,需要通过推动机构将行走轨道和挂篮往前推移到下一个箱梁段的顶面上。先要移动行走轨道4,再移动挂篮。After a box girder section is poured, the walking track and hanging basket need to be pushed forward to the top surface of the next box girder section through a pushing mechanism. Move the walking track 4 first, and then move the hanging basket.
推移行走轨道4时,先用两个前滑座千斤顶54把主构架顶离行走轨道4,拆除压轨梁43,放松锚固系统,使挂篮的后锚座16与行走轨道4之间脱离压紧状态。抽出前阻挡孔62a中的阻挡销,控制牵引千斤顶60的顶杆回缩,通过铰接板626和钢管624的带动使两块滑块耳板625的底面前倾而各自卡死在行走轨道4的两根工字钢40的顶面上,使走行滑块62不能在行走轨道4上滑行,控制牵引千斤顶60的顶杆继续回缩,就能拉着行走轨道4前移,直到牵引千斤顶60的顶杆全部回缩,再控制牵引千斤顶60的顶杆伸出,使两块滑块耳板625恢复垂直,然后将阻挡销插入前阻挡孔62a中,使走行滑块62在行走轨道4上向后滑行,直到牵引千斤顶60的顶杆完全伸出,以上为一个行走轨道4的走行循环。直到把行走轨道4往前推移到下一节箱梁段的顶面上,再适当偏转调整行走轨道4到与待浇箱梁段的方位一致。When pushing the walking track 4, first use two front slide jacks 54 to push the main frame away from the walking track 4, remove the rail pressure beam 43, loosen the anchoring system, and separate the pressure between the rear anchor seat 16 of the hanging basket and the walking track 4. tight state. Pull out the blocking pin in the front blocking hole 62a to control the retraction of the push rod of the traction jack 60. Driven by the hinge plate 626 and the steel pipe 624, the bottoms of the two slider ear plates 625 are tilted forward and each is stuck on the walking track 4. The top surfaces of the two I-beams 40 prevent the traveling slide block 62 from sliding on the traveling track 4. The push rod of the traction jack 60 is controlled to continue to retract, and the traveling track 4 can be pulled forward until the traction jack 60 is The ejector rod is fully retracted, and then the ejector rod of the traction jack 60 is controlled to extend, so that the two slider ear plates 625 return to the vertical position, and then the blocking pin is inserted into the front blocking hole 62a, so that the traveling slider 62 moves upward on the traveling track 4 Slide backward until the push rod of the traction jack 60 is fully extended. The above is a walking cycle of the walking track 4. Until the walking rail 4 is pushed forward to the top surface of the next box girder section, then the walking rail 4 is appropriately deflected and adjusted to be consistent with the orientation of the box girder section to be poured.
推移挂篮时,先抽出后阻挡孔62b中的阻挡销,接着通过油泵站控制牵引千斤顶60的顶杆伸出,通过铰接板626和钢管624的带动使两块滑块耳板625的底面后倾而各自卡死在行走轨道4的两根工字钢40的顶面上,使走行滑块62不能在行走轨道4上滑行,控制牵引千斤顶60的顶杆继续伸出,就能通过反力座61推动挂篮前移,直到牵引千斤顶60的顶杆完全伸出;再控制牵引千斤顶60的顶杆回缩,使两块滑块耳板625恢复垂直,然后将阻挡销插入后阻挡孔62b,使走行滑块62在行走轨道4上向前滑行,直到牵引千斤顶60的顶杆全部回缩,此为一个挂篮的走行循环。When pushing the hanging basket, first pull out the blocking pin in the rear blocking hole 62b, and then control the ejector rod of the traction jack 60 to extend through the oil pump station. Driven by the hinge plate 626 and the steel pipe 624, the bottom surfaces of the two slider ear plates 625 are moved backward. The two I-beams 40 are respectively stuck on the top surface of the walking track 4, so that the walking slide block 62 cannot slide on the walking track 4. The push rod of the traction jack 60 is controlled to continue to extend, and the reaction force can be passed. The seat 61 pushes the hanging basket forward until the ejector rod of the traction jack 60 is fully extended; then controls the ejector rod of the traction jack 60 to retract, so that the two slider ear plates 625 return to vertical, and then insert the blocking pin into the rear blocking hole 62b , so that the traveling slide block 62 slides forward on the traveling track 4 until the push rod of the traction jack 60 is fully retracted, which is a traveling cycle of the hanging basket.
以上实施例仅供说明本发明之用,而非对本发明的限制,有关技术领域的技术人员,在不脱离本发明的精神和范围的情况下,还可以作出各种变换或变型,因此所有等同的技术方案也应该属于本发明的范畴,应由各权利要求所限定。The above embodiments are only for illustrating the present invention, rather than limiting the present invention. Those skilled in the relevant technical fields can also make various changes or modifications without departing from the spirit and scope of the present invention. Therefore, all equivalents The technical solution should also fall within the scope of the present invention and should be defined by each claim.
Claims (3)
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