CN111691313B - Bridge construction is with combination support of turning - Google Patents
Bridge construction is with combination support of turning Download PDFInfo
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- CN111691313B CN111691313B CN202010654581.6A CN202010654581A CN111691313B CN 111691313 B CN111691313 B CN 111691313B CN 202010654581 A CN202010654581 A CN 202010654581A CN 111691313 B CN111691313 B CN 111691313B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
- E01D21/08—Methods or apparatus specially adapted for erecting or assembling bridges by rotational movement of the bridge or bridge sections
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Abstract
本发明公开了一种桥梁施工用组合转体支座,圆形支撑底板的上边缘固定有若干个从下到上依次叠加的圆形侧支护模板,圆形侧支护模板之间通过固定螺栓与圆形支撑底板固定连接,圆形侧支护模板之间通过固定螺栓固定连接,圆形支撑底板的上表面固定若干个沿周向设置的限位导柱,限位导柱上分别套有刚性弹簧,限位导柱上安装有限位支撑圆板,限位导柱的上端分别开设有卡接通孔,卡接通孔上分别卡接固定有沿竖直方向设置的纵向钢筋,纵向钢筋之间从下到上依次等距焊接固定有若干个环形钢筋。该组合转体支座组合安装便捷,稳定性能高,抗震缓冲效果好、模板使用完毕后易拆卸和能根据需要浇筑不同高度。
The invention discloses a combined swivel bearing for bridge construction. The upper edge of a circular support base plate is fixed with a plurality of circular side support formwork stacked in sequence from bottom to top, and the circular side support formwork is fixed by The bolts are fixedly connected with the circular support base plate, the circular side support formwork is fixedly connected by fixing bolts, the upper surface of the circular support base plate is fixed with a number of limit guide posts arranged in the circumferential direction, and the limit guide posts are respectively sleeved There is a rigid spring, a limit support circular plate is installed on the limit guide column, the upper end of the limit guide column is respectively provided with a clip-through hole, and the clip-through hole is respectively clipped and fixed with longitudinal steel bars arranged in the vertical direction. A number of annular steel bars are welded and fixed at equal distances from bottom to top between the steel bars. The combined swivel bearing has the advantages of convenient installation, high stability, good seismic buffering effect, easy disassembly after the use of the formwork, and can be poured at different heights as required.
Description
技术领域technical field
本发明涉及桥梁转体支座领域,特别涉及一种桥梁施工用组合转体支座。The invention relates to the field of bridge swivel bearings, in particular to a combined swivel bearing for bridge construction.
背景技术Background technique
随着我国社会与经济的发展,以及新一轮基础设施建设高潮的掀起,需要修建更多的跨越既有公路、铁路、河道、沟渠等的桥梁,而转体桥以其对铁路既有线运营影响小、安全风险低等优点,得到了广泛应用。With the development of our country's society and economy and the upsurge of a new round of infrastructure construction, more bridges need to be built across existing roads, railways, rivers, ditches, etc. It has the advantages of small impact and low security risk, and has been widely used.
桥梁转体法施工能较大限度的避免对附近运输线路的影响,还能克服在高山峡谷、水深流急或船舶通航频繁的河道上架设大跨度桥梁的难题,尤其是在交通繁忙区域修建城市立交桥和铁路跨线桥时,桥梁转体法施工的优势更为明显。近年来,桥梁转体施工技术以其经济、方便、可靠的特点愈来愈受到桥梁设计者的青睐。The construction of bridge swivel method can avoid the impact on nearby transportation lines to the greatest extent, and can also overcome the problem of erecting long-span bridges in high mountains and canyons, rivers with rapid water depth or frequent navigation of ships, especially in the construction of urban areas in heavy traffic areas. For overpasses and railway overpasses, the advantages of the bridge swivel method are more obvious. In recent years, bridge swivel construction technology is more and more favored by bridge designers because of its economical, convenient and reliable characteristics.
目前的桥梁施工转体支座,存在组合安装不便捷,稳定性能差,抗震缓冲效果不理想、模板使用完毕后不易拆卸和不能根据需要浇筑不同高度的转体支座的问题。The current bridge construction swivel bearings have the problems of inconvenient combined installation, poor stability, unsatisfactory seismic buffering effect, difficult disassembly of the formwork after use, and inability to cast swivel bearings of different heights as required.
发明内容SUMMARY OF THE INVENTION
本发明为了解决现有桥梁施工转体支座存在组合安装不便捷,稳定性能差,抗震缓冲效果不理想、模板使用完毕后不易拆卸以及不能根据需要浇筑不同高度转体支座的问题,提供一种桥梁施工用组合转体支座。In order to solve the problems of inconvenient combined installation, poor stability performance, unsatisfactory anti-seismic buffering effect of the existing bridge construction swivel bearings, difficult disassembly of the formwork after use, and inability to pour swivel bearings of different heights as required, the invention provides a A combined swivel bearing for bridge construction.
本发明提供了一种桥梁施工用组合转体支座,包括圆形支撑底板,所述圆形支撑底板的上边缘固定有若干个从下到上依次叠加的圆形侧支护模板,所述圆形侧支护模板之间通过固定螺栓与所述圆形支撑底板固定连接,所述圆形侧支护模板之间通过固定螺栓固定连接,所述圆形支撑底板的上表面固定有若干个沿周向设置的限位导柱,所述限位导柱上分别套有刚性弹簧,所述限位导柱上安装有限位支撑圆板,所述限位导柱的上端分别开设有卡接通孔,所述卡接通孔上分别卡接固定有沿竖直方向设置的纵向钢筋,所述纵向钢筋之间从下到上依次等距焊接固定有若干个环形钢筋。The invention provides a combined swivel bearing for bridge construction, comprising a circular support base plate, and a plurality of circular side support templates stacked in sequence from bottom to top are fixed on the upper edge of the circular support base plate. The circular side support formwork is fixedly connected to the circular support base plate through fixing bolts, the circular side support formwork is fixedly connected by fixing bolts, and the upper surface of the circular support base plate is fixed with several Limiting guide pillars arranged along the circumferential direction, rigid springs are respectively sleeved on the limiting guide pillars, a limiting supporting circular plate is installed on the limiting guide pillars, and the upper ends of the limiting guide pillars are respectively provided with clamping connections Through holes, longitudinal steel bars arranged in the vertical direction are respectively clamped and fixed on the through holes, and a plurality of annular steel bars are welded and fixed at an equal distance from bottom to top in sequence between the longitudinal steel bars.
较佳地,所述圆形侧支护模板包括第一半圆形侧模板、第二半圆形模板、限位凸槽、紧固钢丝扎绳、第一连接块、第二连接块和连接螺柱,所述第一半圆形侧模板的两端分别固定有第一连接块,所述第二半圆形模板的两端分别固定有第二连接块,所述第一连接块与所述第二连接块通过连接螺柱固定连接,所述第一半圆形侧模板的侧边与所述第二半圆形模板的侧边上分别沿周向固定有若干个限位凸槽,位于上下的两个限位凸槽之间通过紧固钢丝扎绳固定连接。实现可边界拆卸与组装的圆形侧支护模板。Preferably, the circular side support formwork includes a first semicircular side formwork, a second semicircular formwork, a limit groove, a tightening wire tie, a first connecting block, a second connecting block and a connecting block. Studs, first connecting blocks are respectively fixed at both ends of the first semicircular side template, second connecting blocks are respectively fixed at both ends of the second semicircular template, and the first connecting blocks are connected to the The second connecting block is fixedly connected by connecting studs, and the side edges of the first semicircular side formwork and the side edges of the second semicircular formwork are respectively fixed with a number of limiting convex grooves along the circumferential direction, The two upper and lower limit protruding grooves are fixedly connected by tightening steel wire ties. Realize the circular side support formwork that can be disassembled and assembled at the boundary.
较佳地,所述第一半圆形侧模板的上边缘与下边缘分别设置有第一限位边。便于上下圆形侧支护模板对接安装。Preferably, the upper edge and the lower edge of the first semicircular side template are respectively provided with first limiting edges. It is convenient for the butt installation of the upper and lower circular side support formwork.
较佳地,所述第二半圆形模板的上边缘与下边缘分别设置有第二限位边。便于上下圆形侧支护模板对接安装。Preferably, the upper edge and the lower edge of the second semicircular template are respectively provided with second limiting edges. It is convenient for the butt installation of the upper and lower circular side support formwork.
较佳地,所述限位凸槽上开设有用于所述紧固钢丝扎绳穿过的连接孔。实现相邻的两个圆形侧支护模板之间组装的稳定性。Preferably, the limiting convex groove is provided with a connecting hole for the fastening wire tie to pass through. To achieve the stability of the assembly between two adjacent circular side support formwork.
较佳地,所述第一限位边与所述第二限位边分别沿周向开设有若干个用于固定螺栓穿过固定的第二螺栓安装孔。实现便捷的将第一半圆形侧模板与第二半圆形模板在纵向方向的固定连接。Preferably, the first limiting edge and the second limiting edge are respectively provided with a plurality of second bolt mounting holes along the circumferential direction for the fixing bolts to pass through and fix. The convenient and fixed connection of the first semicircular side formwork and the second semicircular formwork in the longitudinal direction is realized.
较佳地,所述限位导柱位于所述圆形侧支护模板的内圈之中。实现对圆形侧支护模板模板支护的作用。Preferably, the limiting guide post is located in the inner circle of the circular side support formwork. Realize the effect of formwork support on circular side support formwork.
较佳地,所述限位支撑圆板的上表面开设有用于与所述限位导柱一一对应的限位通孔。实现便捷的一一对接安装。Preferably, the upper surface of the limit support circular plate is provided with limit through holes for one-to-one correspondence with the limit guide posts. Realize convenient one-to-one docking installation.
较佳地,所述纵向钢筋的下端固定有用与所述卡接通孔卡接连接的限位卡勾。实现便捷的安装固定。Preferably, the lower end of the longitudinal steel bar is fixed with a limit hook that is connected to the clip-through hole. Realize convenient installation and fixation.
较佳地,所述圆形支撑底板的上边缘沿周向开设有与第二螺栓安装孔一一对应的用于固定螺栓穿过固定的第一螺栓安装孔。Preferably, the upper edge of the circular support base plate is provided with first bolt mounting holes for passing through and fixing the fixing bolts which correspond to the second bolt mounting holes one-to-one along the circumferential direction.
本发明的有益效果为:The beneficial effects of the present invention are:
1、该桥梁施工用组合转体支座组装时,首先将圆形支撑底板水平放置,然后取第一半圆形侧模板与第二半圆形模板通过第一连接块、第二连接块与连接螺柱对接组合成圆形侧支护模板,将圆形侧支护模板通过固定螺栓安装在圆形支撑底板上,接着在限位导柱上分别套上一个刚性弹簧,再在限位导柱上安装限位支撑圆板,接着在限位导柱上的卡接通孔处安装由纵向钢筋与环形钢筋组成的钢筋框架,最后根据需要安装叠加安装多个相应的圆形侧支护模板,使得组合安装更加便捷。1. When assembling the combined swivel bearing for bridge construction, first place the circular support base plate horizontally, and then take the first semicircular side formwork and the second semicircular formwork through the first connecting block, the second connecting block and the The connecting studs are connected and combined to form a circular side support formwork. The circular side support formwork is installed on the circular support base plate through fixing bolts, and then a rigid spring is placed on the limit guide post, and then the limit guide is installed. Install the limit support circular plate on the column, then install the steel frame composed of longitudinal steel bars and annular steel bars at the clip-through holes on the limit guide column, and finally install multiple corresponding circular side support templates as required , making the combined installation more convenient.
2、该桥梁施工用组合转体支座,通过在圆形支撑底板的上表面固定若干个沿周向设置的限位导柱,限位导柱上分别套有刚性弹簧,其中的限位导柱上安装有限位支撑圆板,可以对浇筑的转体支座起到抗震缓冲的效果,并且严周向设置多组,保证抗震缓冲效果和稳定性。2. The combined swivel support for bridge construction is fixed on the upper surface of the circular support base plate by fixing a number of limit guide posts arranged in the circumferential direction. The limited support circular plate is installed on the column, which can play an anti-seismic buffering effect on the cast swivel bearing, and multiple groups are arranged in strict circumferential direction to ensure the anti-seismic buffering effect and stability.
3、该桥梁施工用组合转体支座,通过限位导柱的上端分别开设有卡接通孔,其中的卡接通孔上分别卡接固定沿竖直方向设置的纵向钢筋,并且纵向钢筋之间从下到上依次等距焊接固定若干个环形钢筋,保证一个连接整体,提高浇筑的转体支座的稳定性能。3. The combined swivel support for bridge construction is provided with clip-through holes through the upper ends of the limit guide posts, wherein the clip-through holes are respectively clipped and fixed with longitudinal steel bars arranged in the vertical direction, and the longitudinal steel bars are respectively clamped and fixed. A number of annular steel bars are welded and fixed in sequence from bottom to top in order to ensure a connection as a whole and improve the stability of the cast swivel support.
4、该桥梁施工用组合转体支座,通过设置圆形侧支护模板,其中的圆形侧支护模板包括第一半圆形侧模板和第二半圆形模板,并且在第一半圆形侧模板的两端分别固定第一连接块,以及在第二半圆形模板的两端分别固定第二连接块,其中第一连接块与第二连接块通过连接螺柱固定连接,当浇筑转体支座完毕成型后,可以便捷的拆卸第一半圆形侧模板和第二半圆形模板,为下一次循环使用;并且在第一半圆形侧模板的侧边与第二半圆形模板的侧边上分别沿周向固定若干个限位凸槽,位于上下的两个限位凸槽之间通过紧固钢丝扎绳固定连接,保证组合模板的整体稳固性。4. The combined swivel bearing for bridge construction is provided with a circular side support formwork, wherein the circular side support formwork includes a first semicircular side formwork and a second semicircular formwork, and in the first half The two ends of the circular side formwork are respectively fixed with a first connecting block, and the two ends of the second semi-circular formwork are respectively fixed with a second connecting block, wherein the first connecting block and the second connecting block are fixedly connected by connecting studs. After the casting swivel support is formed, the first semicircular side formwork and the second semicircular formwork can be easily disassembled for the next cycle; Several limiting convex grooves are respectively fixed on the side of the circular formwork along the circumferential direction, and the two limiting convex grooves located on the upper and lower sides are fixedly connected by tightening steel wire ties to ensure the overall stability of the combined formwork.
5、该桥梁施工用组合转体支座,第一半圆形侧模板的上边缘与下边缘分别设置有第一限位边,第二半圆形模板的上边缘与下边缘分别设置有第二限位边,第一限位边与第二限位边分别沿周向开设有若干个用于固定螺栓穿过固定的第二螺栓安装孔,通过第二螺栓安装孔内插入合适的螺栓紧固件,可以使得圆形侧支护模板在纵向上可以叠加延长,使得能根据需要浇筑不同高度的转体支座。5. In the combined swivel support for bridge construction, the upper and lower edges of the first semicircular side formwork are respectively provided with a first limit edge, and the upper and lower edges of the second semicircular formwork are respectively provided with a second limit edge. Two limit edges, the first limit edge and the second limit edge are respectively provided with a number of second bolt mounting holes in the circumferential direction for fixing bolts to pass through and fix, through the second bolt mounting holes insert suitable bolts to tighten Firmware, the circular side support formwork can be superimposed and extended in the longitudinal direction, so that the swivel supports of different heights can be poured according to the needs.
本发明的其他优点、目标和特征在某种程度上将在随后的说明书中进行阐述,并且在某种程度上,基于对下文的考察研究对本领域技术人员而言将是显而易见的,或者可以从本发明的实践中得到教导。本发明的目标和其他优点可以通过下面的说明书来实现和获得。Other advantages, objects and features of the present invention will be set forth in the description which follows, to the extent that will be apparent to those skilled in the art based on a study of the following, or may be learned from is taught in the practice of the present invention. The objectives and other advantages of the present invention may be realized and attained by the following description.
附图说明Description of drawings
图1为本发明提供的一种桥梁施工用组合转体支座的组合结构示意图;1 is a schematic diagram of a combined structure of a combined swivel bearing for bridge construction provided by the present invention;
图2为本发明提供的一种桥梁施工用组合转体支座中圆形侧支护模板结构示意图;2 is a schematic structural diagram of a circular side support formwork in a combined swivel bearing for bridge construction provided by the present invention;
图3为本发明提供的一种桥梁施工用组合转体支座中圆形支撑底板、限位支撑圆板与圆形侧支护模板的结构示意图一;3 is a first structural schematic diagram of a circular support base plate, a limit support circular plate and a circular side support formwork in a combined swivel bearing for bridge construction provided by the present invention;
图4为本发明提供的一种桥梁施工用组合转体支座中圆形支撑底板、限位支撑圆板与圆形侧支护模板的结构示意图二;4 is a second structural schematic diagram of a circular support base plate, a limit support circular plate and a circular side support formwork in a combined swivel bearing for bridge construction provided by the present invention;
图5为本发明提供的一种桥梁施工用组合转体支座中圆形支撑底板、限位支撑圆板与圆形侧支护模板的结构示意图三;5 is a third structural schematic diagram of a circular support base plate, a limit support circular plate and a circular side support formwork in a composite swivel bearing for bridge construction provided by the present invention;
图6为本发明提供的一种桥梁施工用组合转体支座中圆形支撑底板的结构示意图;6 is a schematic structural diagram of a circular support base plate in a composite swivel bearing for bridge construction provided by the present invention;
图7为本发明提供的一种桥梁施工用组合转体支座中纵向钢筋的结构示意图。FIG. 7 is a schematic structural diagram of longitudinal steel bars in a composite swivel bearing for bridge construction provided by the present invention.
附图中标记如下:1-圆形支撑底板;2-限位导柱;3-限位支撑圆板;4-卡接通孔;5-圆形侧支护模板;51-第一半圆形侧模板;511-第一限位边;52-第二半圆形模板;521-第二限位边;53-限位凸槽;54-连接孔;55-紧固钢丝扎绳;56-第一连接块;57-第二连接块;58-连接螺柱;59-第二螺栓安装孔;6-固定螺栓;7-纵向钢筋;8-环形钢筋;9-刚性弹簧;10-限位通孔;11-第一螺栓安装孔;12-限位卡勾。The symbols in the drawings are as follows: 1-circular support base plate; 2-limiting guide post; 3-limiting support circular plate; 4-card connection hole; 5-circular side support template; 51-first semicircle Form side template; 511-first limit edge; 52-second semicircular template; 521-second limit edge; 53-limit groove; 54-connection hole; 55-fastening wire rope; 56 -First connecting block; 57-Second connecting block; 58-Connecting stud; 59-Second bolt mounting hole; 6-Fixing bolt; 7-Longitudinal steel bar; 8-Ring steel bar; bit through hole; 11- the first bolt mounting hole; 12- limit hook.
具体实施方式Detailed ways
下面通过具体实施方式进一步详细说明:The following is further described in detail by specific embodiments:
如图1~7所示的一种桥梁施工用组合转体支座,包括圆形支撑底板1,圆形支撑底板1的上边缘固定有两个或两个以上从下到上依次叠加的圆形侧支护模板5,圆形侧支护模板5之间通过固定螺栓6与圆形支撑底板1固定连接,圆形侧支护模板5之间通过固定螺栓6固定连接,圆形支撑底板1的上表面固定有若干个沿周向设置的限位导柱2,限位导柱2上分别套有刚性弹簧9,限位导柱2上安装有限位支撑圆板3,限位导柱2的上端分别开设有卡接通孔4,卡接通孔4上分别卡接固定有沿竖直方向设置的纵向钢筋7,纵向钢筋7之间从下到上依次等距焊接固定有若干个环形钢筋8。A combined swivel bearing for bridge construction as shown in Figures 1 to 7 includes a circular
本实施例中,圆形侧支护模板5包括第一半圆形侧模板51、第二半圆形模板52、限位凸槽53、紧固钢丝扎绳55、第一连接块56、第二连接块57和连接螺柱58,第一半圆形侧模板51的两端分别固定有第一连接块56,第二半圆形模板52的两端分别固定有第二连接块57,第一连接块56与第二连接块57通过连接螺柱58固定连接,第一半圆形侧模板51的侧边与第二半圆形模板52的侧边上分别沿周向固定有四个限位凸槽53,位于上下的两个限位凸槽53之间通过紧固钢丝扎绳55固定连接。通过连接螺柱58和限位凸槽53的配合实现圆形侧支护模板5的可边界拆卸与组装。In this embodiment, the circular
本实施例中,第一半圆形侧模板51的上边缘与下边缘分别设置有第一限位边511,便于上下圆形侧支护模板5对接安装。In this embodiment, the upper edge and the lower edge of the first
本实施例中,第二半圆形模板52的上边缘与下边缘分别设置有第二限位边521,便于上下圆形侧支护模板5对接安装。In this embodiment, the upper edge and the lower edge of the second
本实施例中,限位凸槽53上开设有用于紧固钢丝扎绳55穿过的连接孔54,实现相邻的两个圆形侧支护模板5之间组装的稳定性。In this embodiment, the limiting
本实施例中,第一限位边511与第二限位边521分别沿周向开设有若干个用于固定螺栓6穿过固定的第二螺栓安装孔59。通过第二螺栓安装孔59内插入合适的螺栓紧固件实现便捷的将第一半圆形侧模板51与第二半圆形模板52在纵向方向的固定连接。In this embodiment, the first limiting
本实施例中,限位导柱2位于圆形侧支护模板5的内圈之中。实现对圆形侧支护模板5支护的作用。In this embodiment, the limiting
本实施例中,限位支撑圆板3的上表面开设有用于与限位导柱2一一对应的限位通孔10。实现限位导柱2便捷的一一对接安装。In this embodiment, the upper surface of the limit support
本实施例中,纵向钢筋7的下端固定有用与卡接通孔4卡接连接的限位卡勾12。实现纵向钢筋7的便捷安装固定。In the present embodiment, the lower end of the
本实施例中,圆形支撑底板1的上边缘沿周向开设有与第二螺栓安装孔59一一对应的用于固定螺栓6穿过固定的第一螺栓安装孔11。In this embodiment, the upper edge of the circular
该桥梁施工用组合转体支座组装时,首先将圆形支撑底板1水平放置,然后取第一半圆形侧模板51与第二半圆形模板52通过第一连接块56、第二连接块57与连接螺柱58对接组合成圆形侧支护模板5,将圆形侧支护模板5通过固定螺栓6安装在圆形支撑底板1上,接着在限位导柱2上分别套上一个刚性弹簧9,再在限位导柱2上安装限位支撑圆板3,接着在限位导柱2上的卡接通孔4处安装由纵向钢筋7与环形钢筋8组成的钢筋框架,最后根据需要安装叠加安装多个相应的圆形侧支护模板5,使得组合安装便捷。When assembling the combined swivel bearing for bridge construction, first place the circular
该桥梁施工用组合转体支座,通过在圆形支撑底板1的上表面固定若干个沿周向设置的限位导柱2,限位导柱2上分别套有刚性弹簧9,其中的限位导柱2上安装有限位支撑圆板3,可以对浇筑的转体支座起到抗震缓冲的效果,并且沿周向设置多组,保证抗震缓冲效果和稳定性。The combined swivel bearing for bridge construction is fixed on the upper surface of the circular
该桥梁施工用组合转体支座,通过限位导柱2的上端分别开设有卡接通孔4,其中的卡接通孔4上分别卡接固定有沿竖直方向设置的纵向钢筋7,并且纵向钢筋7之间从下到上依次等距焊接固定有若干个环形钢筋8,保证一个连接整体,提高浇筑的转体支座的稳定性能。The combined swivel support for bridge construction is provided with clip-through
该桥梁施工用组合转体支座,通过设置圆形侧支护模板5,其中的圆形侧支护模板5包括第一半圆形侧模板51和第二半圆形模板52,并且在第一半圆形侧模板51的两端分别固定有第一连接块56,以及在第二半圆形模板52的两端分别固定有第二连接块57,其中的第一连接块56与第二连接块57通过连接螺柱58固定连接,当浇筑转体支座完毕成型后,可以便捷的拆卸第一半圆形侧模板51和第二半圆形模板52,为下一次循环使用;并且在第一半圆形侧模板51的侧边与第二半圆形模板52的侧边上分别沿周向固定有若干个限位凸槽53,位于上下的两个限位凸槽53之间通过紧固钢丝扎绳55固定连接,保证组合模板的整体稳固性。该桥梁施工用组合转体支座,通过设置所述第一半圆形侧模板51的上边缘与下边缘分别设置有第一限位边511;以及在第二半圆形模板52的上边缘与下边缘分别设置有第二限位边521,其中的第一限位边511与第二限位边521分别沿周向开设有若干个用于固定螺栓6穿过固定的第二螺栓安装孔59,可以使得圆形侧支护模板5在纵向上可以叠加延长,使得能根据需要浇筑不同高度的转体支座。The combined swivel bearing for bridge construction is provided with a circular
以上所述的仅是本发明的实施例,方案中公知的具体结构及特性等常识在此未作过多描述。应当指出,对于本领域的技术人员来说,在不脱离本发明结构的前提下,还可以作出若干变形和改进,这些也应该视为本发明的保护范围,这些都不会影响本发明实施的效果和本发明的实用性。The above descriptions are only embodiments of the present invention, and common knowledge such as well-known specific structures and characteristics in the solution are not described too much here. It should be pointed out that for those skilled in the art, on the premise of not departing from the structure of the present invention, several modifications and improvements can also be made, which should also be regarded as the protection scope of the present invention, and these will not affect the implementation of the present invention. Effects and applicability of the present invention.
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