WO2019075770A1 - Inner arched underpinning beam device - Google Patents

Inner arched underpinning beam device Download PDF

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Publication number
WO2019075770A1
WO2019075770A1 PCT/CN2017/108009 CN2017108009W WO2019075770A1 WO 2019075770 A1 WO2019075770 A1 WO 2019075770A1 CN 2017108009 W CN2017108009 W CN 2017108009W WO 2019075770 A1 WO2019075770 A1 WO 2019075770A1
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arch
hollow
cylinder
shaped
guide
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PCT/CN2017/108009
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French (fr)
Chinese (zh)
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欧阳甘霖
欧阳牧虎
曲丽香
詹佳玉
卿斌
李菁红
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青岛静力工程股份有限公司
欧阳甘霖
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Publication of WO2019075770A1 publication Critical patent/WO2019075770A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/06Separating, lifting, removing of buildings; Making a new sub-structure

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  • the rail comprises an inverted T-shaped rail guide, a support, a guide frame, a longitudinal connecting shaft, a transverse connecting shaft and a rail guiding bottom plate, wherein the inverted T-shaped rail is guided in two rows, arranged parallel to each other, and forming a spacing;
  • Rolling running front and rear guide wheels are mounted on each inverted T-shaped rail guide, and rolling bearings are mounted in the front and rear guide wheels, and the front guide wheels and rear on the same inverted T-shaped rail guide
  • the guide wheels are connected by a longitudinal connecting shaft, and the front guide wheel and the rear guide wheel are mounted on the rolling bearing through the shaft pin, and the two ends of the shaft pin are supported on the two side walls of the lower part of the support, the front guide wheel and the rear guide wheel
  • the guide frame is installed on the upper part of each support; wherein the guide frame of the front guide wheel on one of the inverted T-shaped guides is inverted with the corresponding other column
  • Figure 1 is a cross-sectional view of a carrier beam of the present invention.
  • Figure 8 is a front elevational view of a rectangular balance frame.
  • Figure 11 is a right side view of Figure 10.
  • Figure 14 is a side view of Figure 13 .
  • Figure 15 is an enlarged view of the portion P of Figure 14.
  • the hollow circular tube or the rectangular tube section is horizontally squeezed into the soil layer of a predetermined depth under the foundation of the building until the plurality of hollow circular tubes or rectangular tubes are combined into a conduit passing through the foundation of the building and the overall length is greater than the traversed building
  • the base width is stopped; the outer section of the hollow beam is made into a matching circular section or rectangular section as well as the inner section of the duct.
  • the duct is formed by abutting a plurality of rectangular tubes.
  • the section of the beam section 6 is matched with a rectangular tube, and the flange of the end of the beam section 6 is a rectangular flange.
  • the box is a rectangular balance box.
  • Each of the columns comprises a plurality of unit columns 57, the plurality of unit columns are sequentially installed, and the whole is arranged in a vertical direction, and the vertical adjusting device comprises an inner sleeve welded on the upper inner wall of the lower unit column 57 with a length of 30-500 mm. 58.
  • the lower part of the upper unit column is welded with a screw matching the inner sleeve thread.
  • the screw is made of hollow steel tube, and the lower part of the screw is screwed into the inner sleeve of the lower unit column, and the screw 49 is manually rotated by the upper handle of the screw.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

Disclosed is an inner arched underpinning beam device, comprising a guide pipe (1), a hollow beam (5), an inner arch, a track, an oil cylinder and an adjustable oil cylinder bracket, wherein the guide pipe (1) comprises a plurality of segments of hollow circular pipes or rectangular pipes which are in coaxially abutting joint with one another in sequence; the inner arch is arranged in the hollow beam (5); the hollow beam (5) is installed in the guide pipe (1) which horizontally penetrates a lower part of a building foundation, and soil in the guide pipe is completely removed; and the inner arch and the hollow beam (5) constitute an underpinning beam. The inner arched underpinning beam has a small bending moment, so that the bearing capacity is greatly improved, and the deformation amount of a building above to be underpinned is small, and soil mass is not required to be excavated before the underpinning beam is placed, which is safe and reliable.

Description

内拱形托换梁装置Inner arched beam changing device 技术领域Technical field
本发明属于地下空间开发领域。用于从既有建筑基础底下适当位置水平挤入以达到将建筑物整体托换的一种内拱形托换梁装置。The invention belongs to the field of underground space development. An inner arched beam changing device for squeezing horizontally from a suitable location under the existing building foundation to achieve overall replacement of the building.
背景技术Background technique
在既有建筑底下实施免拆除地下空间开发,离不开托换技术。目前无论是主动或是被动的各种托换技术,均离不开先取土后设托换机构的做法。这种方法其施工风险和技术难度较大,使建筑结构容易产生变形甚至倾斜、坍塌的事故发生,且费用昂贵、工期偏长;一般施工前都要求住户迁出,这对既有建筑地下空间开发带来附加困难。这些因素已经成为制约我国城市中心区和既有小区规模性地下空间开发的技术瓶颈。The implementation of the exemption of underground space under the existing buildings is inseparable from the underpinning technology. At present, whether it is active or passive, various underpinning technologies are inseparable from the practice of setting up the replacement mechanism after taking the soil first. This method is difficult to construct and technically difficult, which makes the building structure prone to deformation or even tilting and collapse accidents, and the cost is high and the construction period is long. Generally, the residents are required to move out before the construction, which is the underground space of the existing building. Development brings additional difficulties. These factors have become technical bottlenecks restricting the development of large-scale underground space in urban centers and existing communities in China.
发明内容Summary of the invention
为克服现有技术的缺陷,本发明提供一种先期不需开挖取土的内拱形托换梁装置,本发明的技术方案是:In order to overcome the deficiencies of the prior art, the present invention provides an inner arch-shaped underpinning beam device that does not require excavation and borrowing. The technical solution of the present invention is:
一种内拱形托换梁装置,包括导管、空心梁、内拱、道轨、油缸和调节式油缸托架,所述的导管包括多段依次同轴对接的空心圆管或矩形管,所述的内拱安置在空心梁内,所述空心梁安装在已被挤入穿过 建筑物基础且内部土体掏净的导管内,所述内拱与空心梁组成托换梁;所述道轨的导向架顶面制成适应空心梁置放的形状,所述的油缸安装在调节式油缸托架上,该油缸的活塞杆前端与套装在导管或空心梁外侧端面上的平衡框球形连接,前后紧邻的两空心圆管或矩形管对接口为斜面插入式对接,其中一空心圆管或矩形管的端部设置有外凸肩,相对应的另一空心圆管或矩形管的端部设置有与外凸肩配合的内凸肩,所述的内凸肩和外凸肩均设置有斜面以及与斜面形成夹角的正立面,该内凸肩和外凸肩对接后相互顶紧,其中在外凸肩和内凸肩的正立面上,以及外凸肩和内凸肩的斜面上均设置有密封槽,在每一密封槽内均安装有密封条。An inner arch-shaped beam changing device comprises a duct, a hollow beam, an inner arch, a rail, a cylinder and a regulating cylinder bracket, wherein the duct comprises a plurality of hollow coaxial tubes or rectangular tubes which are coaxially butted in sequence, The inner arch is placed in a hollow beam, and the hollow beam is installed and has been pushed through In the duct of the building foundation and the inner soil is cleaned, the inner arch and the hollow beam form a supporting beam; the top surface of the guiding rail of the rail is formed to adapt to the shape of the hollow beam, and the cylinder is installed in On the adjusting cylinder bracket, the front end of the piston rod of the cylinder is spherically connected with the balance frame which is set on the outer end surface of the duct or the hollow beam, and the two hollow round tubes or the rectangular tube adjacent to the front and rear are butt-inserted and butted, one hollow The end of the round tube or the rectangular tube is provided with an outer shoulder, and the end of the other hollow tube or rectangular tube is provided with an inner shoulder that cooperates with the outer shoulder, the inner shoulder and the outer shoulder Each of which is provided with a sloped surface and an erected surface forming an angle with the inclined surface, the inner shoulder and the outer shoulder are abutted against each other, wherein the outer shoulder and the inner shoulder are on the front side, and the outer shoulder and the inner convex Sealing grooves are provided on the inclined faces of the shoulders, and sealing strips are installed in each of the sealing grooves.
所述的空心梁包括多段同轴设置,且依次连接的梁段,在每段梁段的端部设置有法兰,两个相邻梁段的法兰通过螺栓或铆钉连接在一起,多段梁段组合成水平穿越建筑物基础且两端搭载于地下连续墙顶部的空心梁,在所述空心梁内壁底部设置有一抗拉板,所述抗拉板通过铆钉或焊接与空心梁固接。The hollow beam comprises a plurality of coaxially disposed, and sequentially connected beam segments, flanges are arranged at the ends of each of the beam segments, and flanges of two adjacent beam segments are connected by bolts or rivets, and the plurality of segments are connected The segments are combined into a hollow beam horizontally passing through the foundation of the building and having both ends mounted on the top of the underground continuous wall. A tensile plate is arranged at the bottom of the inner wall of the hollow beam, and the tensile plate is fixed to the hollow beam by rivets or welding.
所述的空心圆管或矩形管分段水平挤入建筑物基础底下预定深度的土层中,直至多段空心圆管或矩形管组合成穿越建筑物基础的导管且整体长度大于被穿越的建筑物基础宽度时停止;空心梁的外截面与导管内截面同样制成相配合的圆形截面或矩形截面。The hollow circular tube or the rectangular tube section is horizontally squeezed into the soil layer of a predetermined depth under the foundation of the building until the plurality of hollow circular tubes or rectangular tubes are combined into a conduit passing through the foundation of the building and the overall length is greater than the traversed building The base width is stopped; the outer section of the hollow beam is made into a matching circular section or rectangular section as well as the inner section of the duct.
所述内拱包括拱肋、拱弦和梁墩,在空心梁内沿长向设置有多个拱肋,拱肋是由数段弧形状钢管依次焊接,在弧形钢管内浇筑无收缩混凝土填充密实后形成的;所述拱肋的顶部与空心梁的顶部相抵,每一 拱肋的两下端与梁墩接触处形成拱脚,每一拱脚支撑在对应的梁墩内侧,并与梁墩焊接在一起;在每一拱肋的两个拱脚之间设置有拱弦,所述的拱弦为圆形钢管或钢索,拱弦两端穿过相应两拱脚后,在拱脚外侧面施加预应力进行对拉锁紧;所述梁墩固定在空心梁内下部的抗拉板上,拱弦安置在拱肋两端邻近梁墩顶部位置,所述梁墩与拱脚的抵触面为相吻合的弧面,以供拱肋两端拱脚的弧形外侧面紧贴梁墩内弧形侧面,梁墩与抗拉板采用铆钉或焊接进行固定,拱肋、梁墩与拱弦共同承担上部传替下来的荷载;梁墩与拱弦还承担拱肋传递的水平应力。The inner arch comprises an arch rib, an arch chord and a beam pier, and a plurality of arch ribs are arranged along the long direction in the hollow beam, the arch rib is welded by a plurality of arc-shaped steel pipes in turn, and the non-shrinkage concrete filling is poured in the curved steel pipe. Formed after compaction; the top of the arch rib is offset from the top of the hollow beam, each An arch is formed at the lower end of the arch rib at the contact with the beam pier, each arch is supported on the inner side of the corresponding beam pier and welded with the beam pier; an arch string is arranged between the two arches of each arch rib The arch string is a circular steel pipe or a steel cable. After the two ends of the arch string pass through the corresponding two arches, a pre-stress is applied to the outer side of the arch to lock and lock; the beam pier is fixed in the lower part of the hollow beam. On the tensile plate, the arch chord is disposed at the two ends of the arch rib adjacent to the top of the beam pier, and the abutting surface of the beam pier and the arch foot is a matching arc surface for the curved outer side of the arched ends of the arch rib Close to the curved side of the beam pier, the beam pier and the tensile plate are fixed by rivets or welding, and the arch ribs, the beam pier and the arch chord jointly bear the load transferred from the upper part; the beam pier and the arch string also bear the transmission of the arch rib Horizontal stress.
所述的道轨包括倒T形轨导、支座、导向架、纵连接轴、横连接轴和轨导底板,所述的倒T形轨导为两列,相互平行设置,且形成间距;在每一倒T形轨导上均安装有滚动运行的前导向轮和后导向轮,前导向轮和后导向轮内均安装有滚动轴承,在同一倒T形轨导上的前导向轮和后导向轮之间通过纵连接轴连接,所述的前导向轮和后导向轮通过轴销安装在滚动轴承上,轴销两端支撑在支座下部的两侧壁上,前导向轮和后导向轮通过滚动轴承在支座内滚动时阻力变小,在每个支座的上部安装有所述的导向架;其中一列倒T形轨导上的前导向轮的导向架与相对应的另一列倒T形轨导上的前导向轮的导向架之间通过横连接轴连接;其中一列倒T形轨导上的后导向轮的导向架与相对应的另一列倒T形轨导上的后导向轮的导向架之间也通过横连接轴连接,所述的倒T形轨导通过螺栓安装在轨导底板上。The rail comprises an inverted T-shaped rail guide, a support, a guide frame, a longitudinal connecting shaft, a transverse connecting shaft and a rail guiding bottom plate, wherein the inverted T-shaped rail is guided in two rows, arranged parallel to each other, and forming a spacing; Rolling running front and rear guide wheels are mounted on each inverted T-shaped rail guide, and rolling bearings are mounted in the front and rear guide wheels, and the front guide wheels and rear on the same inverted T-shaped rail guide The guide wheels are connected by a longitudinal connecting shaft, and the front guide wheel and the rear guide wheel are mounted on the rolling bearing through the shaft pin, and the two ends of the shaft pin are supported on the two side walls of the lower part of the support, the front guide wheel and the rear guide wheel When the rolling bearing is rolling in the support, the resistance becomes small, and the guide frame is installed on the upper part of each support; wherein the guide frame of the front guide wheel on one of the inverted T-shaped guides is inverted with the corresponding other column The guide rails of the front guide wheels on the rail guide are connected by a transverse connecting shaft; the guide brackets of the rear guide wheels on one of the inverted T-shaped rail guides and the rear guide wheels on the other inverted inverted T-shaped rail guides The guide frames are also connected by a transverse connecting shaft, and the inverted T-shaped rail is turned on. A bolt guide mounted on the bottom rail.
所述的前导向轮和后导向轮的外侧面均设有单边凸缘,所述的单边 凸缘的内侧面与倒T形轨导的外侧面吻合。The outer side surfaces of the front guide wheel and the rear guide wheel are each provided with a single-sided flange, and the single side The inner side of the flange coincides with the outer side of the inverted T-shaped rail guide.
所述的调节式油缸托架为包括多根立柱、横梁、横向调整装置和竖向调整装置,多根立柱之间的间隔均匀,相邻两立柱之间设有多根横梁,各横梁间沿竖直方向间隔均匀,在所述的横梁上设置有防止油缸卧置时滚动的油缸固定座,所述的油缸固定座包括上弧形瓣以及与上弧形瓣对接的下弧形瓣,上弧形瓣与下弧形瓣通过螺栓对接,组成容纳油缸的通孔,通过拧紧螺栓,缩小上弧形瓣和下弧形瓣组合的通孔内径,将油缸锁紧在油缸固定座内无法转动,所述的立柱上设置有竖向调整装置,所述横梁上设置有横向调整装置,所述横向调整装置包括设置在下弧形瓣底的部滑动座,该滑动座滑动的安装在横梁上的凸形槽内,在所述下弧形瓣一侧的横梁内侧壁上还设置有调节螺杆安装座,该调节螺杆安装座上设置有U形槽;对于处于最外侧的油缸固定座的安装方式为:调节螺杆的一端安装在最外侧的油缸固定座上,另一端沿水平方向进入与该调节螺杆对应的调节螺杆安装座的U形槽内,并旋入U形槽内的调节螺母中,当正反旋转调节螺母或调整螺杆的外端矩形头时,由于螺母被U形槽的壁抵住移位受限,只允许调节螺杆沿调节螺母形成直线运动进而拉动最外侧的油缸固定座作相应移位,从而达到调整位于最外侧油缸固定座上的油缸的相应位置;对于处于中部的相邻两油缸固定座的安装方式为:将调节螺杆两端连接在相邻的两油缸固定座上,调节螺杆的中部穿过与该调节螺杆对应的调节螺杆安装座的U形槽内,并旋入U形槽内的调节螺母中,通过正反旋转调节螺母,进而带动相邻两侧油缸固定座相对或相向而行, 达到调整油缸间距的目的。The adjustable cylinder bracket comprises a plurality of columns, a beam, a lateral adjustment device and a vertical adjustment device, wherein the spacing between the plurality of columns is uniform, and a plurality of beams are arranged between the adjacent two columns, and the edges of the beams are arranged The vertical direction is evenly spaced, and the cross member is provided with a cylinder fixing seat for preventing the cylinder from rolling when the cylinder is lying. The cylinder fixing seat includes an upper curved valve and a lower curved flap that abuts the upper curved valve. The curved flap and the lower curved flap are connected by bolts to form a through hole for accommodating the oil cylinder. By tightening the bolt, the inner diameter of the through hole of the combination of the upper curved flap and the lower curved flap is reduced, and the cylinder is locked in the cylinder fixing seat and cannot be rotated. The column is provided with a vertical adjusting device, and the beam is provided with a lateral adjusting device, and the lateral adjusting device comprises a sliding seat disposed at the bottom of the lower curved valve, the sliding seat is slidingly mounted on the beam In the convex groove, an adjusting screw mounting seat is further disposed on the inner side wall of the beam on one side of the lower curved flap, and the adjusting screw mounting seat is provided with a U-shaped groove; for the mounting side of the outermost cylinder fixing seat The formula is: one end of the adjusting screw is installed on the outermost cylinder fixing seat, and the other end enters the U-shaped groove of the adjusting screw mounting seat corresponding to the adjusting screw in the horizontal direction, and is screwed into the adjusting nut in the U-shaped groove. When the adjusting nut or the outer end rectangular head of the adjusting screw is rotated forward and backward, since the nut is restricted by the wall of the U-shaped groove, only the adjusting screw can be linearly moved along the adjusting nut to pull the outermost cylinder fixing seat. Shifting accordingly, so as to adjust the corresponding position of the cylinder located on the outermost cylinder holder; for the two adjacent cylinder holders in the middle, the installation method is: connecting the two ends of the adjustment screw to the adjacent two cylinder holders The middle portion of the adjusting screw passes through the U-shaped groove of the adjusting screw mounting seat corresponding to the adjusting screw, and is screwed into the adjusting nut in the U-shaped groove, and the nut is rotated by the forward and reverse rotation, thereby driving the adjacent two-sided oil cylinders. The fixed seats are opposite or opposite each other, The purpose of adjusting the cylinder spacing is achieved.
每一所述的立柱均包括多段单元立柱,多段单元立柱依次安装,整体沿竖直方向设置,所述竖向调整装置包括位于下段单元立柱的上部内壁焊接有30-500mm长的内套,位于上段单元立柱的下部焊接有与内套螺纹相吻合的螺杆,螺杆为中空钢管制成,螺杆的下段拧入下段单元立柱的内套中,通过人工旋转螺杆上部的手柄,螺杆与焊接在下段单元立柱内部的内套形成螺纹斜面运动,由于螺杆和内套都分别固定在下段单元立柱和上段单元立柱上,进而转化成上段单元立柱沿竖向移位运动,达到适应竖向尺寸的调整需要;最下段单元立柱底部设有支座,支座顶端与立柱底部为球面接触。Each of the columns comprises a plurality of unit columns, the plurality of unit columns are sequentially installed, and the whole is arranged in a vertical direction, and the vertical adjusting device comprises an inner sleeve of 30-500 mm long welded on the upper inner wall of the lower unit column. The lower part of the upper unit column is welded with a screw matching the inner sleeve thread, the screw is made of hollow steel tube, the lower part of the screw is screwed into the inner sleeve of the lower unit column, and the upper part of the screw is manually rotated, and the screw is welded to the lower unit. The inner sleeve of the column forms a threaded bevel movement, and the screw and the inner sleeve are respectively fixed on the lower unit column and the upper unit column, and then converted into the upper unit column to move vertically, so as to meet the adjustment of the vertical dimension; The bottom of the lowermost unit column is provided with a support, and the top of the support is in spherical contact with the bottom of the column.
本发明的优点是:本发明的内拱形托换梁装置,属于先期不取土的从离建筑一定距离的外围适当位置利用静压地下连续墙作反力,水平挤入多根内拱形托换梁装置,将既有建筑实施整体托换,然后再进入既有建筑物底下开挖土体,施工地下空间。这样可有效避免在既有建筑托换过程中开挖带来的土体损失所造成的上部建筑的移位,可维持在住户不搬迁且安全有保障的前提下实施既有建筑地下空间的规模性开发应用。The invention has the advantages that the inner arch-shaped beam-changing beam device of the invention belongs to the outer peripheral position of a certain distance from the building, and uses the static pressure underground continuous wall as a reaction force to horizontally squeeze into a plurality of inner arches. The beam-changing device will replace the existing building as a whole, and then enter the underside of the existing building to excavate the soil and construct the underground space. This can effectively avoid the displacement of the upper building caused by the soil loss caused by excavation in the existing building underpinning process, and can maintain the scale of the underground space of the existing building without the residents relocating and being safe and secure. Sex development application.
具体为:Specifically:
1、与同等条件下的传统式托换梁对比,其承载力大幅提高。1. Compared with the traditional supporting beam under the same conditions, the bearing capacity is greatly improved.
2、因拱形托换梁弯矩小,被托换的上部建筑变形量极少,有利于安全。2. Due to the small bending moment of the arch-shaped supporting beam, the amount of deformation of the upper building that is replaced is very small, which is conducive to safety.
3、置入托换梁时先期不需要开挖土体,具有安全可靠、施工便捷、 节省资源的明显优势。有望作为既有建筑以及城市建筑密集区域的地下空间开发托换首选装置之一;3. When inserting the supporting beam, it is not necessary to excavate the soil in advance, which is safe, reliable and convenient to construct. A clear advantage in saving resources. It is expected to be one of the preferred devices for the development of underground space in existing buildings and urban densely populated areas;
4、调节式油缸支架虽然简单,但可以最大化的满足不同间距尺寸的空心梁和导管需求,可重复利用,节约资源。4. Although the adjustable cylinder bracket is simple, it can maximize the requirements of hollow beams and conduits with different spacing dimensions, and can be reused to save resources.
附图说明DRAWINGS
图1是本发明托换梁的剖视图。BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a cross-sectional view of a carrier beam of the present invention.
图2是图1第一种实施例的剖视图(B-B)。Figure 2 is a cross-sectional view (B-B) of the first embodiment of Figure 1.
图3是图1第二种实施例的剖视图(B’-B’)。Figure 3 is a cross-sectional view (B'-B') of the second embodiment of Figure 1.
图4是本发明的轨导俯视图。Figure 4 is a plan view of the rail guide of the present invention.
图5是图4的C-C剖视图。Fig. 5 is a cross-sectional view taken along line C-C of Fig. 4;
图6是图5的A-A剖视图。Fig. 6 is a cross-sectional view taken along line A-A of Fig. 5;
图7是图4的右视图。Figure 7 is a right side view of Figure 4.
图8是矩形平衡框正面图。Figure 8 is a front elevational view of a rectangular balance frame.
图9是图8的D-D剖视图。Fig. 9 is a cross-sectional view taken along line D-D of Fig. 8;
图10是圆形平衡框截面图。Figure 10 is a cross-sectional view of a circular balance frame.
图11是图10右视图。Figure 11 is a right side view of Figure 10.
图12是本发明导管的内凸肩和外凸肩剖视图。Figure 12 is a cross-sectional view of the inner shoulder and outer shoulder of the catheter of the present invention.
图13是调节式油缸托架的主视图。Figure 13 is a front elevational view of the adjustable cylinder bracket.
图14是图13的侧视图。Figure 14 is a side view of Figure 13 .
图15是图14的P处放大图。Figure 15 is an enlarged view of the portion P of Figure 14.
图16是图13的俯视图(顺时针旋转了90度)。 Figure 16 is a plan view of Figure 13 (rotated 90 degrees clockwise).
图17是U形槽的放大图。Figure 17 is an enlarged view of a U-shaped groove.
具体实施方式Detailed ways
下面结合具体实施例来进一步描述本发明,本发明的优点和特点将会随着描述而更为清楚。但这些实施例仅是范例性的,并不对本发明的范围构成任何限制。本领域技术人员应该理解的是,在不偏离本发明的精神和范围下可以对本发明技术方案的细节和形式进行修改或替换,但这些修改和替换均落入本发明的保护范围内。The invention will be further described in conjunction with the specific embodiments, and the advantages and features of the invention will become more apparent. However, these examples are merely exemplary and do not constitute any limitation on the scope of the invention. It should be understood by those skilled in the art that the details and the details of the present invention may be modified or substituted without departing from the spirit and scope of the invention.
参见图1至图17,本发明涉及一种内拱形托换梁装置,包括导管1、空心梁5、内拱、道轨15、油缸和调节式油缸托架,所述的导管1包括多段依次同轴对接的空心圆管或矩形管,所述的内拱安置在空心梁内,所述空心梁5安装在已被挤入穿过建筑物基础且内部土体掏净的导管1内,所述内拱与空心梁5组成托换梁;所述道轨15的导向架20顶面制成适应空心梁5置放的形状,所述的油缸安装在调节式油缸托架上,该油缸的活塞杆前端与套装在导管或空心梁外侧端面上的平衡框球形连接,前后紧邻两空心圆管或矩形管对接口为斜面插入式对接,其中一空心圆管或矩形管的端部设置有外凸肩2,相对应的另一空心圆管或矩形管的端部设置有与外凸肩2配合的内凸肩3,所述的内凸肩3和外凸肩2均设置有斜面以及与斜面形成夹角的正立面,该内凸肩和外凸肩对接后相互顶紧,其中在外凸肩2和内凸肩3的正立面上,以及外凸肩和内凸肩的斜面上均设置有密封槽4,在每一密封槽4内均安装有密封条。Referring to Figures 1 to 17, the present invention relates to an inner arch-shaped beam changing device comprising a duct 1, a hollow beam 5, an inner arch, a rail 15, a cylinder and a regulating cylinder bracket, the duct 1 comprising a plurality of sections a coaxially butted hollow circular tube or a rectangular tube, the inner arch is disposed in a hollow beam, and the hollow beam 5 is installed in a conduit 1 that has been extruded through the foundation of the building and the internal soil is cleaned. The inner arch and the hollow beam 5 constitute a supporting beam; the top surface of the guiding frame 20 of the rail 15 is shaped to fit the hollow beam 5, and the cylinder is mounted on the adjusting cylinder bracket, the cylinder The front end of the piston rod is spherically connected with the balance frame set on the outer end surface of the duct or the hollow beam, and the front and rear sides of the two hollow round tubes or the rectangular tube are butt-inserted, and the end of a hollow tube or a rectangular tube is provided. The outer shoulder 2, the corresponding end of another hollow tube or rectangular tube is provided with an inner shoulder 3 which cooperates with the outer shoulder 2, and the inner shoulder 3 and the outer shoulder 2 are provided with a slope and An erecting surface forming an angle with the inclined surface, the inner shoulder and the outer shoulder being abutted against each other, The sealing groove 4 is disposed on the front surface of the outer shoulder 2 and the inner shoulder 3, and the inclined surface of the outer shoulder and the inner shoulder, and a sealing strip is installed in each sealing groove 4.
所述的空心梁包括多段同轴设置,且依次连接的梁段6,在每段梁 段6的端部设置有法兰7,两个相邻梁段6的法兰7通过螺栓或铆钉连接在一起,多段梁段6组合成水平穿越建筑物基础且两端搭载于地下连续墙顶部的空心梁,在所述空心梁内壁底部设置有一抗拉板8,所述抗拉板8通过铆钉或焊接与空心梁固接,以增加空心梁5抗弯曲变形强度。The hollow beam comprises a plurality of sections of coaxial arrangement, and the beam sections 6 are connected in sequence, in each section of the beam The end of the segment 6 is provided with a flange 7, the flanges 7 of two adjacent beam segments 6 are connected by bolts or rivets, and the multi-segment beam segments 6 are combined horizontally across the building foundation and both ends are mounted on the top of the underground continuous wall. The hollow beam is provided with a tensile plate 8 at the bottom of the inner wall of the hollow beam, and the tensile plate 8 is fixed to the hollow beam by rivets or welding to increase the bending deformation strength of the hollow beam 5.
所述的空心圆管或矩形管分段水平挤入建筑物基础底下预定深度的土层中,直至多段空心圆管或矩形管组合成穿越建筑物基础的导管且整体长度大于被穿越的建筑物基础宽度时停止;空心梁的外截面与导管内截面同样制成相配合的圆形截面或矩形截面。The hollow circular tube or the rectangular tube section is horizontally squeezed into the soil layer of a predetermined depth under the foundation of the building until the plurality of hollow circular tubes or rectangular tubes are combined into a conduit passing through the foundation of the building and the overall length is greater than the traversed building The base width is stopped; the outer section of the hollow beam is made into a matching circular section or rectangular section as well as the inner section of the duct.
如图2、图10和图11所示,所述导管为多段空心圆管对接而成,所述梁段6的截面与空心圆管适配,也呈圆形设置,梁段6端部的法兰为圆形法兰,抗拉板8的底部设置有与梁段内径吻合的弧形底板11,所述的梁段6、抗拉板8与弧形底板11之间通过螺栓固定连接;此时的平衡框为圆形平衡框,平衡框36与导管1接触处设置有嵌入式台肩37,其尺寸与被嵌入的相应导管1四壁厚度相吻合,导管1壁端面可顺利嵌入内台肩37。As shown in FIG. 2, FIG. 10 and FIG. 11, the duct is formed by butting a plurality of hollow tubes, and the cross section of the beam section 6 is matched with the hollow tube, and is also arranged in a circular shape, and the end of the beam section 6 is The flange is a circular flange, and the bottom of the tensile plate 8 is provided with an arc-shaped bottom plate 11 which is matched with the inner diameter of the beam section, and the beam section 6, the tensile plate 8 and the curved bottom plate 11 are fixedly connected by bolts; The balance frame at this time is a circular balance frame, and the balance frame 36 is provided with an embedded shoulder 37 at the contact point of the conduit 1, and the size thereof is matched with the thickness of the four walls of the corresponding conduit 1 embedded therein, and the wall end surface of the conduit 1 can be smoothly embedded. Shoulder 37.
如图8和图9所示,所述导管为多段矩形管对接而成,所述梁段6的截面与矩形管适配,梁段6端部的法兰为矩形法兰,此时的平衡框为矩形平衡框。As shown in FIG. 8 and FIG. 9, the duct is formed by abutting a plurality of rectangular tubes. The section of the beam section 6 is matched with a rectangular tube, and the flange of the end of the beam section 6 is a rectangular flange. The box is a rectangular balance box.
所述内拱包括拱肋12、拱弦13和梁墩10,在空心梁内沿长向设置有多个拱肋12,拱肋12是由数段弧形状钢管依次焊接,在弧形钢管内浇筑无收缩混凝土填充密实后形成的;所述拱肋12的顶部与空 心梁5的顶部相抵,每一拱肋12的两下端与梁墩10接触处形成拱脚14,每一拱脚14支撑在对应的梁墩10内侧,并与梁墩10焊接在一起;在每一拱肋的两个拱脚14之间设置有拱弦13,所述的拱弦13为圆形钢管或钢索,拱弦13两端穿过相应两拱脚14后,在拱脚14外侧面施加预应力进行对拉锁紧;所述梁墩10固定在空心梁5内下部的抗拉板8上,拱弦13安置在拱肋两端邻近梁墩10顶部位置,所述梁墩10与拱脚14的抵触面为相吻合的弧面,以供拱肋12两端拱脚14的弧形外侧面紧贴梁墩10内弧形侧面,梁墩10与抗拉板8采用铆钉或焊接进行固定,拱肋12、梁墩10与拱弦13共同承担上部传替下来的荷载;梁墩10与拱弦13还承担拱肋传递的水平应力。The inner arch comprises an arch rib 12, an arch chord 13 and a beam pier 10. The arch rib 12 is longitudinally arranged in the hollow beam, and the arch rib 12 is welded by a plurality of arc-shaped steel pipes in turn, in the curved steel pipe. Formed after pouring without shrinkage concrete; the top and bottom of the rib 12 The tops of the core beams 5 abut each other, and the lower ends of each of the arch ribs 12 form abutment 14 at the contact with the beam pier 10. Each arch 14 is supported on the inner side of the corresponding beam pier 10 and welded to the beam pier 10; An arch chord 13 is disposed between the two arches 14 of each arch rib. The arch string 13 is a circular steel pipe or a steel cable. The two ends of the arch string 13 pass through the corresponding two arches 14 and are at the arch 14 The outer side surface is prestressed to be locked and zippered; the beam pier 10 is fixed on the tensile plate 8 at the lower part of the hollow beam 5, and the arch string 13 is disposed at the top of the arch rib adjacent to the top of the beam pier 10, the beam pier 10, the abutting surface of the arch 14 is a matching arc surface, so that the curved outer side of the arch 14 at both ends of the arch rib 12 abuts against the curved side of the beam pier 10, and the pier 10 and the tensile plate 8 are rivets Or welding to fix, the arch rib 12, the beam pier 10 and the arch chord 13 jointly bear the load displaced from the upper part; the beam pier 10 and the arch string 13 also bear the horizontal stress transmitted by the arch rib.
所述的道轨包括倒T形轨导16、支座19、导向架20、纵连接轴21、横连接轴22和轨导底板23,所述的倒T形轨导16为两列,相互平行设置,且形成间距;在每一倒T形轨导16上均安装有滚动运行的前导向轮和后导向轮17,前导向轮和后导向轮17内均安装有滚动轴承,在同一倒T形轨导16上的前导向轮和后导向轮之间通过纵连接轴21连接,所述的前导向轮和后导向轮通过轴销安装在滚动轴承上,轴销50两端支撑在支座19下部的两侧壁上,前导向轮和后导向轮通过滚动轴承在支座19内滚动时阻力变小,在每个支座19的上部安装有所述的导向架20;其中一列倒T形轨导16上的前导向轮的导向架与相对应的另一列倒T形轨导上的前导向轮的导向架之间通过横连接轴21连接;其中一列倒T形轨导上的后导向轮的导向架与相对应的另一列倒T形轨导上的后导向轮的导向架之间也通过横连接 轴21连接,所述的倒T形轨导16通过螺栓安装在轨导底板23上。The track rail includes an inverted T-shaped rail guide 16, a support 19, a guide frame 20, a longitudinal connecting shaft 21, a transverse connecting shaft 22 and a rail guide bottom plate 23, and the inverted T-shaped rail guides 16 are in two rows, mutually Parallelly disposed, and forming a pitch; a rolling front and rear guide wheels 17 are mounted on each inverted T-shaped rail guide 16, and rolling bearings are mounted in the front and rear guide wheels 17, respectively. The front guide wheel and the rear guide wheel on the rail guide 16 are connected by a longitudinal connecting shaft 21, and the front guide wheel and the rear guide wheel are mounted on the rolling bearing through the axle pin, and the two ends of the axle pin 50 are supported on the support 19 On the lower two side walls, the front guide wheel and the rear guide wheel are less resistant when rolling in the support 19 by the rolling bearing, and the guide frame 20 is mounted on the upper portion of each of the supports 19; one of the inverted T-shaped rails The guide frame of the front guide wheel on the guide 16 is connected to the guide frame of the front guide wheel on the corresponding other inverted T-shaped rail guide by a transverse connecting shaft 21; one of the rear guide wheels on the inverted T-shaped rail guide The guide frame is also connected to the guide frame of the rear guide wheel on the other inverted T-shaped rail guide. The shaft 21 is connected, and the inverted T-shaped rail guide 16 is mounted on the rail guide bottom plate 23 by bolts.
所述的前导向轮和后导向轮的外侧面均设有单边凸缘18,所述的单边凸缘18的内侧面与倒T形轨导16的外侧面吻合,其嵌入深度以不易脱轨为适宜。The outer side surfaces of the front guide wheel and the rear guide wheel are respectively provided with a single-sided flange 18, and the inner side surface of the single-sided flange 18 is matched with the outer side surface of the inverted T-shaped rail guide 16, and the depth of insertion is not easy. Derailment is appropriate.
所述的调节式油缸托架为包括多根立柱、横梁61、横向调整装置和竖向调整装置,多根立柱之间的间隔均匀,相邻两立柱之间设有多根横梁61,各横梁61间沿竖直方向间隔均匀,在所述的横梁61上设置有防止油缸卧置时滚动的油缸固定座,所述的油缸固定座包括上弧形瓣53以及与上弧形瓣53对接的下弧形瓣54,上弧形瓣53与下弧形瓣54通过螺栓对接,组成容纳油缸的通孔,通过拧紧螺栓,缩小上弧形瓣53和下弧形瓣54组合的通孔内径,将油缸锁紧在油缸固定座内无法转动,所述的立柱上设置有竖向调整装置,所述横梁上设置有横向调整装置,所述横向调整装置包括设置在下弧形瓣54的底部滑动座40,该滑动座40滑动的安装在横梁61上的凸形槽39内,在所述下弧形瓣54的一侧的横梁内侧壁上还设置有调节螺杆安装座55,该调节螺杆安装座55上设置有U形槽59;对于处于最外侧的油缸固定座的安装方式为:调节螺杆37的一端安装在最外侧的油缸固定座上,另一端沿水平方向进入与该调节螺杆对应的调节螺杆安装座的U形槽59内,并旋入U形槽内的调节螺母48中,当正反旋转调节螺母或调整螺杆的外端矩形头时,由于螺母被U形槽的壁抵住移位受限,只允许调节螺杆沿调节螺母形成直线运动进而拉动最外侧的油缸固定座作相应移位,从而达到调整位于最外侧油缸固定座上的油缸的 相应位置;对于处于中部的相邻两油缸固定座的安装方式为:将调节螺杆37两端连接在相邻的两油缸固定座上,调节螺杆37的中部穿过与该调节螺杆对应的调节螺杆安装座的U形槽59内,并旋入U形槽内的调节螺母48中,通过正反旋转调节螺母,进而带动相邻两侧油缸固定座相对或相向而行,达到调整油缸间距的目的。The adjustable cylinder bracket comprises a plurality of columns, a beam 61, a lateral adjustment device and a vertical adjustment device. The spacing between the plurality of columns is uniform, and a plurality of beams 61 are arranged between adjacent columns, and the beams are arranged. The 61 blocks are evenly spaced in the vertical direction, and the beam 61 is provided with a cylinder fixing seat for preventing the cylinder from rolling when the cylinder is lying. The cylinder fixing seat includes an upper curved flap 53 and abutting the upper curved flap 53. The lower curved flap 54, the upper curved flap 53 and the lower curved flap 54 are butted by bolts to form a through hole for accommodating the cylinder, and the inner diameter of the through hole of the combination of the upper curved flap 53 and the lower curved flap 54 is narrowed by tightening the bolt. The cylinder is locked in the cylinder holder and cannot be rotated. The column is provided with a vertical adjustment device, and the beam is provided with a lateral adjustment device, and the lateral adjustment device includes a bottom sliding seat disposed on the lower arc 54 40, the sliding seat 40 is slidably mounted in a convex groove 39 on the beam 61, and an adjusting screw mounting seat 55 is further disposed on the inner side wall of the beam on one side of the lower curved valve 54. The adjusting screw mounting seat 55 is provided with a U-shaped groove 59; The outermost cylinder fixing seat is installed in such a manner that one end of the adjusting screw 37 is mounted on the outermost cylinder fixing seat, and the other end enters the U-shaped groove 59 of the adjusting screw mounting seat corresponding to the adjusting screw in the horizontal direction. And screw into the adjusting nut 48 in the U-shaped groove. When the adjusting nut or the outer end rectangular head of the adjusting screw is rotated forward and backward, since the nut is displaced by the wall of the U-shaped groove, only the adjustment of the screw edge is allowed. The nut forms a linear motion and then pulls the outermost cylinder holder to be displaced accordingly, thereby adjusting the cylinder of the outermost cylinder holder Corresponding position; the installation manner of the two adjacent cylinder fixing seats in the middle is: connecting the two ends of the adjusting screw 37 to the adjacent two cylinder fixing seats, and the middle portion of the adjusting screw 37 passes through the adjusting screw corresponding to the adjusting screw The U-shaped groove 59 of the mounting seat is screwed into the adjusting nut 48 in the U-shaped groove, and the nut is rotated by the forward and reverse rotation, thereby driving the adjacent two-cylinder fixing bases to face each other or opposite each other to achieve the purpose of adjusting the cylinder spacing. .
每一所述的立柱均包括多段单元立柱57,多段单元立柱依次安装,整体沿竖直方向设置,所述竖向调整装置包括位于下段单元立柱57的上部内壁焊接有30-500mm长的内套58,位于上段单元立柱的下部焊接有与内套螺纹相吻合的螺杆,螺杆为中空钢管制成,螺杆的下段拧入下段单元立柱的内套中,通过人工旋转螺杆上部的手柄49,螺杆与焊接在下段单元立柱内部的内套形成螺纹斜面运动,由于螺杆和内套都分别固定在下段单元立柱和上段单元立柱上,进而转化成上段单元立柱沿竖向移位运动,达到适应竖向尺寸的调整需要;最下段单元立柱底部设有支座52,支座顶端与立柱底部为球面接触。 Each of the columns comprises a plurality of unit columns 57, the plurality of unit columns are sequentially installed, and the whole is arranged in a vertical direction, and the vertical adjusting device comprises an inner sleeve welded on the upper inner wall of the lower unit column 57 with a length of 30-500 mm. 58. The lower part of the upper unit column is welded with a screw matching the inner sleeve thread. The screw is made of hollow steel tube, and the lower part of the screw is screwed into the inner sleeve of the lower unit column, and the screw 49 is manually rotated by the upper handle of the screw. The inner sleeve welded inside the lower unit column forms a threaded bevel movement, since the screw and the inner sleeve are respectively fixed on the lower unit column and the upper unit column, and then converted into the upper unit column and vertically displaced to achieve the vertical dimension. The adjustment is required; the bottom of the lower unit column is provided with a support 52, and the top end of the support is in spherical contact with the bottom of the column.

Claims (8)

  1. 一种内拱形托换梁装置,其特征在于,包括导管、空心梁、内拱、道轨、油缸和调节式油缸托架,所述的导管包括多段依次同轴对接的空心圆管或矩形管,所述的内拱安置在空心梁内,所述空心梁安装在已被挤入穿过建筑物基础且内部土体掏净的导管内,所述内拱与空心梁组成托换梁;所述道轨的导向架顶面制成适应空心梁置放的形状,所述的油缸安装在调节式油缸托架上,该油缸的活塞杆前端与套装在导管或空心梁外侧端面上的平衡框球形连接,前后紧邻两空心圆管或矩形管对接口为斜面插入式对接,其中一空心圆管或矩形管的端部设置有外凸肩,相对应的另一空心圆管或矩形管的端部设置有与外凸肩配合的内凸肩,所述的内凸肩和外凸肩均设置有斜面以及与斜面形成夹角的正立面,该内凸肩和外凸肩对接后相互顶紧,其中在外凸肩和内凸肩的正立面上,以及外凸肩和内凸肩的斜面上均设置有密封槽,在每一密封槽内均安装有密封条。The utility model relates to an inner arch-shaped beam changing device, which comprises a duct, a hollow beam, an inner arch, a rail, a cylinder and a regulating cylinder bracket, wherein the duct comprises a plurality of hollow tubes or rectangles which are coaxially butted in sequence a tube, the inner arch is disposed in a hollow beam, the hollow beam is installed in a duct that has been extruded through the foundation of the building and the inner soil is cleaned, and the inner arch and the hollow beam constitute a supporting beam; The top surface of the guide rail of the track rail is shaped to fit the hollow beam, and the cylinder is mounted on the adjustable cylinder bracket, and the front end of the piston rod of the cylinder is balanced with the outer end surface of the sleeve or the hollow beam. The frame is spherically connected, and the two hollow tubes or the rectangular tubes are butt-inserted in the front and rear. The end of one of the hollow tubes or the rectangular tubes is provided with an outer shoulder, and the corresponding hollow tube or rectangular tube The end portion is provided with an inner shoulder that cooperates with the outer shoulder, and the inner shoulder and the outer shoulder are respectively provided with a sloped surface and an erecting surface forming an angle with the inclined surface, the inner shoulder and the outer shoulder are butted to each other Tight, where the shoulders and the shoulders are positive A sealing groove is disposed on the façade and the inclined surface of the outer shoulder and the inner shoulder, and a sealing strip is installed in each sealing groove.
  2. 根据权利要求1所述的内拱形托换梁装置,其特征在于,所述的空心梁包括多段同轴设置,且依次连接的梁段,在每段梁段的端部设置有法兰,两个相邻梁段的法兰通过螺栓或铆钉连接在一起,多段梁段组合成水平穿越建筑物基础且两端搭载于地下连续墙顶部的空心梁,在所述空心梁内壁底部设置有一抗拉板,所述抗拉板通过铆钉或焊接与空心梁固接。The inner arch-shaped underpinning beam device according to claim 1, wherein the hollow beam comprises a plurality of coaxially disposed, and sequentially connected beam segments, and a flange is disposed at an end of each of the beam segments. The flanges of two adjacent beam sections are connected by bolts or rivets, and the multi-section beam sections are combined into a hollow beam horizontally passing through the foundation of the building and both ends are mounted on the top of the underground continuous wall, and an anti-bar is provided at the bottom of the inner wall of the hollow beam. Pulling the plate, the tensile plate is fixed to the hollow beam by rivets or welding.
  3. 根据权利要求1所述的内拱形托换梁装置,其特征在于,所述的 空心圆管或矩形管分段水平挤入建筑物基础底下预定深度的土层中,直至多段空心圆管或矩形管组合成穿越建筑物基础的导管且整体长度大于被穿越的建筑物基础宽度时停止;空心梁的外截面与导管内截面同样制成相配合的圆形截面或矩形截面。The inner arch bracket beam assembly of claim 1 wherein said The hollow circular tube or the rectangular tube is horizontally extruded into the soil layer of a predetermined depth under the foundation of the building until the plurality of hollow circular tubes or rectangular tubes are combined into a conduit passing through the foundation of the building and the overall length is greater than the width of the traversed building foundation Stop; the outer section of the hollow beam is made into a matching circular section or rectangular section as well as the inner section of the duct.
  4. 根据权利要求1所述的内拱形托换梁装置,其特征在于,所述内拱包括拱肋、拱弦和梁墩,在空心梁内沿长向设置有多个拱肋,拱肋是由数段弧形状钢管依次焊接,在弧形钢管内浇筑无收缩混凝土填充密实后形成的;所述拱肋的顶部与空心梁的顶部相抵,每一拱肋的两下端与梁墩接触处形成拱脚,每一拱脚支撑在对应的梁墩内侧,并与梁墩焊接在一起;在每一拱肋的两个拱脚之间设置有拱弦,所述的拱弦为圆形钢管或钢索,拱弦两端穿过相应两拱脚后,在拱脚外侧面施加预应力进行对拉锁紧;所述梁墩固定在空心梁内下部的抗拉板上,拱弦安置在拱肋两端邻近梁墩顶部位置,所述梁墩与拱脚的抵触面为相吻合的弧面,以供拱肋两端拱脚的弧形外侧面紧贴梁墩内弧形侧面,梁墩与抗拉板采用铆钉或焊接进行固定,拱肋、梁墩与拱弦共同承担上部传替下来的荷载;梁墩与拱弦还承担拱肋传递的水平应力。The inner arch type underarm beam device according to claim 1, wherein the inner arch comprises an arch rib, an arch chord and a beam pier, and a plurality of arch ribs are arranged in the long direction in the hollow beam, the arch rib is It is formed by welding a plurality of arc-shaped steel pipes in turn, and casting the non-shrinking concrete in the curved steel pipe to form a compact; the top of the arch rib is opposite to the top of the hollow beam, and the lower ends of each arch rib are formed at the contact with the beam pier. An arch, each arch supported on the inner side of the corresponding beam pier and welded to the beam pier; an arch string is arranged between the two arches of each arch rib, the arch string is a circular steel pipe or After the two ends of the arch string pass through the corresponding two arches, a pre-stress is applied to the outer side of the arch to lock and lock; the beam pier is fixed on the tensile plate at the lower part of the hollow beam, and the arch string is placed on the arch The two ends of the rib are adjacent to the top position of the beam pier, and the abutting surface of the beam pier and the arch foot is a matching arc surface, so that the curved outer side of the arch foot at both ends of the arch rib abuts against the curved side surface of the beam pier, the pier It is fixed with rivets or welding with the tensile plates, and the arch ribs, the beam piers and the arch chords share the upper part. Load; pier and arch girder chord rib also bear horizontal stress transfer.
  5. 根据权利要求1所述的内拱形托换梁装置,其特征在于,所述的道轨包括倒T形轨导、支座、导向架、纵连接轴、横连接轴和轨导底板,所述的倒T形轨导为两列,相互平行设置,且形成间距;在每一倒T形轨导上均安装有滚动运行的前导向轮和后导向轮,前导向轮和后导向轮内均安装有滚动轴承,在同一倒T形轨导上的前导向轮和后导向轮之间通过纵连接轴连接,所述的前导向轮和后导向轮通过轴销 安装在滚动轴承上,轴销两端支撑在支座下部的两侧壁上,前导向轮和后导向轮通过滚动轴承在支座内滚动时阻力变小,在每个支座的上部安装有所述的导向架;其中一列倒T形轨导上的前导向轮的导向架与相对应的另一列倒T形轨导上的前导向轮的导向架之间通过横连接轴连接;其中一列倒T形轨导上的后导向轮的导向架与相对应的另一列倒T形轨导上的后导向轮的导向架之间也通过横连接轴连接,所述的倒T形轨导通过螺栓安装在轨导底板上。The inner arch type underarm beam device according to claim 1, wherein the track rail comprises an inverted T-shaped rail guide, a support, a guide frame, a longitudinal connecting shaft, a transverse connecting shaft and a rail guiding bottom plate. The inverted T-shaped rails are arranged in two rows, arranged parallel to each other, and forming a pitch; on each inverted T-shaped rail guide, a rolling front and rear guide wheels, a front guide wheel and a rear guide wheel are mounted Rolling bearings are mounted, and the front and rear guide wheels on the same inverted T-shaped guide are connected by a longitudinal connecting shaft, and the front and rear guide wheels pass through the shaft pin Mounted on the rolling bearing, the two ends of the pin are supported on the two side walls of the lower part of the support, and the resistance of the front guide wheel and the rear guide wheel are reduced when rolling in the support by the rolling bearing, and the upper part is mounted on the upper part of each support The guide frame; the guide frame of the front guide wheel on one of the inverted T-shaped rail guides is connected with the guide frame of the front guide wheel on the other inverted inverted T-shaped rail guide through a transverse connecting shaft; The guide frame of the rear guide wheel on the rail guide is also connected to the guide frame of the rear guide wheel on the other inverted T-shaped rail guide, and the inverted T-shaped guide is mounted by bolts. On the rail guide base plate.
  6. 根据权利要求5所述的内拱形托换梁装置,其特征在于,所述的前导向轮和后导向轮的外侧面均设有单边凸缘,所述的单边凸缘的内侧面与倒T形轨导的外侧面吻合。The inner arch-shaped beam changing device according to claim 5, wherein the outer side surfaces of the front guide wheel and the rear guide wheel are each provided with a single-sided flange, and the inner side of the single-sided flange Matches the outer side of the inverted T-shaped guide.
  7. 根据权利要求1所述的内拱形托换梁装置,其特征在于,所述的调节式油缸托架为包括多根立柱、横梁、横向调整装置和竖向调整装置,多根立柱之间的间隔均匀,相邻两立柱之间设有多根横梁,各横梁沿竖直方向间隔均匀,在所述的横梁上设置有防止油缸卧置时滚动的油缸固定座,所述的油缸固定座包括上弧形瓣以及与上弧形瓣对接的下弧形瓣,上弧形瓣与下弧形瓣通过螺栓对接,组成容纳油缸的通孔,通过拧紧螺栓,缩小上弧形瓣和下弧形瓣组合的通孔内径,将油缸锁紧在油缸固定座内无法转动,所述的立柱上设置有竖向调整装置,所述横梁上设置有横向调整装置,所述横向调整装置包括设置在下弧形瓣底部的滑动座,该滑动座滑动的安装在横梁上的凸形槽内,在所述下弧形瓣一侧的横梁内侧壁上还设置有调节螺杆安装座,该调节螺杆安装座上设置有U形槽;对于处于最外侧的油缸固定座的安装方式 为:调节螺杆的一端安装在最外侧的油缸固定座上,另一端沿水平方向进入与该调节螺杆对应的调节螺杆安装座的U形槽内,并旋入U形槽内的调节螺母中,当正反旋转调节螺母或调整螺杆的外端矩形头时,由于螺母被U形槽的壁抵住移位受限,只允许调节螺杆沿调节螺母形成直线运动进而拉动最外侧的油缸固定座作相应移位,从而达到调整位于最外侧油缸固定座上的油缸的相应位置;对于处于中部的相邻两油缸固定座的安装方式为:将调节螺杆两端连接在相邻的两油缸固定座上,调节螺杆的中部穿过与该调节螺杆对应的调节螺杆安装座的U形槽内,并旋入U形槽内的调节螺母中,通过正反旋转调节螺母,进而带动相邻两侧油缸固定座相对或相向而行,达到调整油缸间距的目的。The inner arch type underarm beam device according to claim 1, wherein the adjustable cylinder bracket comprises a plurality of columns, a beam, a lateral adjustment device and a vertical adjustment device, and between the plurality of columns The spacing is uniform, and a plurality of beams are arranged between the adjacent two columns, the beams are evenly spaced in the vertical direction, and the beam is provided with a cylinder fixing seat for preventing the cylinder from rolling when the cylinder is lying, wherein the cylinder fixing seat comprises The upper curved flap and the lower curved flap abutting the upper curved flap, the upper curved flap and the lower curved flap are butted by bolts to form a through hole for accommodating the oil cylinder, and the upper curved flap and the lower curved shape are narrowed by tightening the bolt The inner diameter of the through hole of the valve combination can not be rotated by locking the oil cylinder in the cylinder fixing seat. The vertical column is provided with a vertical adjusting device, and the horizontal beam is provided with a lateral adjusting device, and the horizontal adjusting device comprises a lower arc. a sliding seat at the bottom of the flap, the sliding seat is slidably mounted in a convex groove on the beam, and an adjusting screw mounting seat is further disposed on the inner side wall of the beam on the side of the lower curved flap, the adjusting screw mounting seat U-shaped groove is provided; for the installation of the outermost cylinder holder Therefore, one end of the adjusting screw is installed on the outermost cylinder fixing seat, and the other end enters the U-shaped groove of the adjusting screw mounting seat corresponding to the adjusting screw in the horizontal direction, and is screwed into the adjusting nut in the U-shaped groove, When the adjusting nut or the outer end rectangular head of the adjusting screw is rotated forward and backward, since the nut is restricted by the wall of the U-shaped groove, only the adjusting screw can be linearly moved along the adjusting nut to pull the outermost cylinder fixing seat. Shifting accordingly, so as to adjust the corresponding position of the cylinder on the outermost cylinder holder; for the two adjacent cylinder holders in the middle, the installation method is: connecting the two ends of the adjustment screw to the adjacent two cylinder holders The middle portion of the adjusting screw passes through the U-shaped groove of the adjusting screw mounting seat corresponding to the adjusting screw, and is screwed into the adjusting nut in the U-shaped groove, and the nut is fixed by the forward and reverse rotation, thereby driving the adjacent two cylinders to be fixed. The seats are opposite or opposite each other to achieve the purpose of adjusting the cylinder spacing.
  8. 根据权利要求7所述的内拱形托换梁装置,其特征在于,每一所述的立柱均包括多段单元立柱,多段单元立柱依次安装,整体沿竖直方向设置,所述竖向调整装置包括位于下段单元立柱的上部内壁焊接有30-500mm长的内套,位于上段单元立柱的下部焊接有与内套螺纹相吻合的螺杆,螺杆为中空钢管制成,螺杆的下段拧入下段单元立柱的内套中,通过人工旋转螺杆上部的手柄,螺杆与焊接在下段单元立柱内部的内套形成螺纹斜面运动,由于螺杆和内套都分别固定在下段单元立柱和上段单元立柱上,下段单元立柱向下移动被地面所限进而转化成上段单元立柱沿竖向单向移位运动,达到适应竖向尺寸的调整需要;最下段单元立柱底部设有支座,支座顶端与立柱底部为球面接触。 The inner arch-shaped beam changing device according to claim 7, wherein each of the columns comprises a plurality of unit columns, the plurality of unit columns are sequentially installed, and the whole is arranged in a vertical direction, the vertical adjusting device The upper inner wall of the lower unit column is welded with an inner sleeve of 30-500 mm length, and the lower part of the upper unit column is welded with a screw matching the inner sleeve thread, the screw is made of hollow steel tube, and the lower part of the screw is screwed into the lower unit column. In the inner sleeve, by manually rotating the handle of the upper part of the screw, the screw and the inner sleeve welded inside the lower unit column form a threaded inclined surface movement, since the screw and the inner sleeve are respectively fixed on the lower unit column and the upper unit column, and the lower unit column The downward movement is limited by the ground and then converted into a vertical one-way displacement movement of the upper unit column to meet the adjustment of the vertical dimension; the bottom of the lower unit column is provided with a support, and the top of the support is in spherical contact with the bottom of the column. .
PCT/CN2017/108009 2017-10-17 2017-10-27 Inner arched underpinning beam device WO2019075770A1 (en)

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CN103061364A (en) * 2013-01-15 2013-04-24 广州市市政工程设计研究院 Prestressed pile foundation underpinning structure and construction method thereof
CN204370486U (en) * 2014-12-22 2015-06-03 中铁十九局集团轨道交通工程有限公司 Bridge pier underpinning device

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GB2255990A (en) * 1991-05-22 1992-11-25 Roxbury Ltd Underpinning buildings
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JP2009121114A (en) * 2007-11-14 2009-06-04 Ohbayashi Corp Construction bearing structure, method of constructing underground construction, and method of replacing bearing of foundation load
CN103061364A (en) * 2013-01-15 2013-04-24 广州市市政工程设计研究院 Prestressed pile foundation underpinning structure and construction method thereof
CN204370486U (en) * 2014-12-22 2015-06-03 中铁十九局集团轨道交通工程有限公司 Bridge pier underpinning device

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