CN211420898U - Vertical positioning device for large-span corrugated steel web - Google Patents
Vertical positioning device for large-span corrugated steel web Download PDFInfo
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- CN211420898U CN211420898U CN202020461074.6U CN202020461074U CN211420898U CN 211420898 U CN211420898 U CN 211420898U CN 202020461074 U CN202020461074 U CN 202020461074U CN 211420898 U CN211420898 U CN 211420898U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 51
- 239000010959 steel Substances 0.000 title claims abstract description 51
- 230000007246 mechanism Effects 0.000 claims abstract description 64
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 13
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 239000000758 substrate Substances 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 6
- 238000012423 maintenance Methods 0.000 abstract description 6
- 238000006073 displacement reaction Methods 0.000 description 11
- 238000011900 installation process Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
本实用新型公开了一种大跨径波形钢腹板竖向定位装置,包括安装在底模底架上的竖向定位机构,竖向定位机构包括基板、螺旋顶基板和腹板竖向定位板,基板和螺旋顶基板之间通过第一高度调节机构连接,螺旋顶基板和腹板竖向定位板之间通过第二高度调节机构连接,螺旋顶基板上安装有用于安装螺旋顶的螺旋顶基座,腹板竖向定位板的顶部设置有两个用于限位波形钢腹板下翼缘位置的限位挡板。本实用新型通过在两侧波形钢腹板的底部分别安装一个竖向定位机构固定波形钢腹板,利用第一高度调节机构粗调腹板竖向定位板的高度,利用第二高度调节机构精调腹板竖向定位板的高度,从而让桥梁上部结构的符合设计受力,延长桥梁在役时间,间接节省桥梁的建养费用。
The utility model discloses a vertical positioning device for a large-span corrugated steel web. , the base plate and the screw top base plate are connected by a first height adjustment mechanism, the screw top base plate and the vertical positioning plate of the web are connected by a second height adjustment mechanism, and a screw top base for installing the screw top is installed on the screw top base plate The top of the vertical positioning plate of the web is provided with two limiting baffles for limiting the position of the lower flange of the corrugated steel web. The utility model fixes the corrugated steel webs by installing a vertical positioning mechanism at the bottom of the corrugated steel webs on both sides respectively, uses the first height adjustment mechanism to roughly adjust the height of the vertical positioning plate of the web, and uses the second height adjustment mechanism to fine Adjust the height of the vertical positioning plate of the web, so that the superstructure of the bridge can meet the design force, prolong the service time of the bridge, and indirectly save the construction and maintenance cost of the bridge.
Description
技术领域technical field
本实用新型属于大跨径波形钢腹板竖向定位技术领域,具体涉及一种大跨径波形钢腹板竖向定位装置。The utility model belongs to the technical field of vertical positioning of large-span corrugated steel webs, in particular to a vertical positioning device for large-span corrugated steel webs.
背景技术Background technique
波形钢腹板桥因其受力明确、截面效率高、能充分利用材料强度、腹板不在开裂等优异的特点及性能在世界上得到较快发展。相对于混凝土预应力连续刚构桥,每个节段腹板、顶底板是整体施工。而波形钢腹板预应力混凝土连续刚构桥,节段分两次施工。先安装腹板,然后再进行顶、底板的各项工作。波形腹板在安装过程中,是直接用起重设备将波形腹板吊装至节段前端,然后用两条倒链在挂篮顶板左右两侧,各找一个临时固定点,将波形腹板移动至理论水平位置。通过挂在起重设备上的倒链上下移动,配合全站仪和水准仪,进行波形钢腹板的竖向定位。直至波形腹板安装完成后,起重设备才结束安装工作。对波形腹板进行锚栓、焊接、竖向定位的过程中,波形腹板竖向位置可能会受到起重设备自身的晃动位移、天气等因素的影响。波形腹板竖向位置精度大大降低,调整波形腹板的竖向位置周期大大增长。从而影响项目进度、成本,极易导致整个桥梁的上部结构受力发生变化,进而影响桥梁的结构安全及桥梁在役时间。The corrugated steel web bridge has developed rapidly in the world because of its excellent characteristics and performance, such as clear force, high section efficiency, full use of material strength, and no web cracking. Compared with the concrete prestressed continuous rigid frame bridge, the web, roof and floor of each segment are constructed as a whole. For the prestressed concrete continuous rigid frame bridge with corrugated steel webs, the segments are constructed in two steps. Install the web first, and then carry out the work of the top and bottom plates. During the installation process of the corrugated web, the corrugated web is directly hoisted to the front end of the segment by lifting equipment, and then two inverted chains are used on the left and right sides of the top plate of the hanging basket to find a temporary fixing point to move the corrugated web. to the theoretical level. The vertical positioning of the corrugated steel web is carried out by moving up and down the inverted chain hanging on the hoisting equipment, in conjunction with the total station and the level. The lifting equipment does not end the installation work until the corrugated web is installed. During the process of anchoring, welding and vertical positioning of the corrugated web, the vertical position of the corrugated web may be affected by the swaying displacement of the lifting equipment itself, weather and other factors. The vertical position accuracy of the corrugated web is greatly reduced, and the period for adjusting the vertical position of the corrugated web is greatly increased. As a result, the project schedule and cost will be affected, and it will easily lead to changes in the stress on the superstructure of the entire bridge, thereby affecting the structural safety of the bridge and the service time of the bridge.
实用新型内容Utility model content
本实用新型所要解决的技术问题在于针对上述现有技术中的不足,提供一种大跨径波形钢腹板竖向定位装置,其设计新颖合理,通过在两侧波形钢腹板的底部分别安装一个竖向定位机构固定波形钢腹板,利用多个第一高度调节机构粗调腹板竖向定位板的高度,利用第二高度调节机构精调腹板竖向定位板的高度,基板采用磁铁对铁的吸力原理与底模底架连接,环保可靠,易于加工、受力合理、稳定坚固且便于移动,能有效解决波形钢腹板在安装过程中的竖向位置受起重设备自身的晃动位移、挂篮的左右位移而移动,从而让桥梁上部结构的符合设计受力,延长桥梁在役时间,间接节省桥梁的建养费用,便于推广使用。The technical problem to be solved by the present utility model is to provide a vertical positioning device for large-span corrugated steel webs, which is novel and reasonable in design. A vertical positioning mechanism fixes the corrugated steel web, uses a plurality of first height adjustment mechanisms to roughly adjust the height of the web vertical positioning plate, and uses the second height adjustment mechanism to finely adjust the height of the web vertical positioning plate. The base plate adopts magnets The principle of suction to the iron is connected with the bottom mold chassis, which is environmentally friendly and reliable, easy to process, reasonable in force, stable and easy to move, and can effectively solve the vertical position of the corrugated steel web during the installation process. The shaking of the lifting equipment itself Displacement, the left and right displacement of the hanging basket, so that the upper structure of the bridge conforms to the design force, prolongs the service time of the bridge, indirectly saves the construction and maintenance cost of the bridge, and is convenient for popularization and use.
为解决上述技术问题,本实用新型采用的技术方案是:一种大跨径波形钢腹板竖向定位装置,其特征在于:包括安装在底模底架上位于波形钢腹板一底部的竖向定位机构一和位于波形钢腹板二底部的竖向定位机构二,所述竖向定位机构一和所述竖向定位机构二的结构相同,所述竖向定位机构一包括由下至上依次设置的基板以及均与基板相平行设置的螺旋顶基板和腹板竖向定位板,基板和螺旋顶基板之间通过多个第一高度调节机构连接,螺旋顶基板和腹板竖向定位板之间通过第二高度调节机构连接,所述第一高度调节机构包括与基板连接的高度支撑杆和与螺旋顶基板连接且与高度支撑杆配合的高度调节杆,基板上设置有磁铁,所述第二高度调节机构为螺旋顶,螺旋顶基板上安装有用于安装螺旋顶的螺旋顶基座,螺旋顶的顶端与腹板竖向定位板的底部连接,腹板竖向定位板的顶部设置有两个用于限位波形钢腹板下翼缘位置的限位挡板。In order to solve the above-mentioned technical problems, the technical scheme adopted by the present utility model is: a large-span corrugated steel web vertical positioning device, which is characterized in that it comprises a vertical positioning device installed on the bottom frame of the bottom mold and located at the bottom of the corrugated steel web. The first vertical positioning mechanism and the second vertical positioning mechanism located at the bottom of the corrugated steel web plate 2, the vertical positioning mechanism 1 and the vertical positioning mechanism 2 have the same structure, and the vertical positioning mechanism The base plate is arranged, the spiral top base plate and the web vertical positioning plate are arranged parallel to the base plate, the base plate and the spiral top base plate are connected by a plurality of first height adjustment mechanisms, and the spiral top base plate and the web vertical positioning plate are connected. They are connected by a second height adjustment mechanism. The first height adjustment mechanism includes a height support rod connected with the base plate and a height adjustment rod connected with the spiral top base plate and matched with the height support rod. The base plate is provided with a magnet, and the first height adjustment mechanism The second height adjustment mechanism is a screw top. The screw top base plate is installed with a screw top base for installing the screw top. The top of the screw top is connected to the bottom of the vertical positioning plate of the web. The top of the vertical positioning plate of the web is provided with two A limit stopper is used to limit the position of the lower flange of the corrugated steel web.
上述的一种大跨径波形钢腹板竖向定位装置,其特征在于:所述基板上设置有多个磁铁。The above-mentioned vertical positioning device for a large-span corrugated steel web is characterized in that a plurality of magnets are arranged on the base plate.
上述的一种大跨径波形钢腹板竖向定位装置,其特征在于:所述底模底架为铁质模板架,基板中的多个磁铁均与底模底架吸附配合。The above-mentioned vertical positioning device for large-span corrugated steel webs is characterized in that: the bottom mold base frame is an iron formwork frame, and a plurality of magnets in the base plate are adsorbed and matched with the bottom mold base frame.
上述的一种大跨径波形钢腹板竖向定位装置,其特征在于:所述螺旋顶基板的底部设置有与高度调节杆配合的杆件卡槽,所述杆件卡槽的数量与所述第一高度调节机构的数量相等且一一对应。The above-mentioned vertical positioning device for a large-span corrugated steel web is characterized in that: the bottom of the helical top base plate is provided with a rod clamping groove that cooperates with the height adjustment rod, and the number of the rod clamping grooves is the same as the number of the rod clamping grooves. The number of the first height adjusting mechanisms is equal and corresponds to one another.
上述的一种大跨径波形钢腹板竖向定位装置,其特征在于:所述高度支撑杆为中空结构,所述高度支撑杆的内侧壁上设置有高度调节内螺纹,高度调节杆远离螺旋顶基板的一端伸入至高度支撑杆内与高度支撑杆螺纹配合。The above-mentioned vertical positioning device for a large-span corrugated steel web is characterized in that: the height support rod is a hollow structure, the inner side wall of the height support rod is provided with a height adjustment inner thread, and the height adjustment rod is far away from the screw. One end of the top base plate extends into the height support rod and is threadedly matched with the height support rod.
本实用新型与现有技术相比具有以下优点:Compared with the prior art, the utility model has the following advantages:
1、本实用新型通过在两侧波形钢腹板底部分别安装一个竖向定位机构固定波形钢腹板,竖向定位机构中通过多个第一高度调节机构粗调腹板竖向定位板的高度,利用第二高度调节机构精调腹板竖向定位板的高度,两个竖向定位机构各自独立调节工作且共同定位两侧波形钢腹板竖向高速,适用于各种结构类型的波形钢腹板,便于推广使用。1. The utility model fixes the corrugated steel webs by installing a vertical positioning mechanism at the bottom of the corrugated steel webs on both sides respectively. In the vertical positioning mechanism, the height of the vertical positioning plate of the web is roughly adjusted by a plurality of first height adjustment mechanisms. , Using the second height adjustment mechanism to fine-tune the height of the vertical positioning plate of the web, the two vertical positioning mechanisms independently adjust and work together and co-locate the vertical high speed of the corrugated steel webs on both sides, which is suitable for corrugated steel of various structural types. The web is easy to promote and use.
2、本实用新型第一高度调节机构通过高度支撑杆和高度调节杆的配合粗略调节腹板竖向定位板高度,在调节好的第一高度调节机构上安装螺旋顶基板,在螺旋顶基板上的螺旋顶基座上安装螺旋顶,第二高度调节机构通过手动调节螺旋顶实现腹板竖向定位板高度精确调节且使腹板竖向定位板实时达到设计高度,可靠稳定,使用效果好。2. The first height adjustment mechanism of the present utility model roughly adjusts the height of the vertical positioning plate of the web through the cooperation of the height support rod and the height adjustment rod, and installs the screw top base plate on the adjusted first height adjustment mechanism, and installs the screw top base plate on the screw top base plate. The screw top is installed on the base of the screw top, and the second height adjustment mechanism realizes the precise adjustment of the height of the vertical positioning plate of the web by manually adjusting the screw top, and makes the vertical positioning plate of the web reach the design height in real time, which is reliable and stable, and has good use effect.
3、本实用新型设计新颖合理,利用基板定位竖向定位机构的安装位置,利用磁铁将基板固定在铁质模板架上,环保可靠,易于加工、受力合理、稳定坚固且便于移动,在通过两个限位挡板限位波形钢腹板下翼缘,能有效解决波形钢腹板在安装过程中的水平位置受起重设备自身的晃动位移、挂篮的左右位移而移动,从而让桥梁上部结构的符合设计受力,延长桥梁在役时间,间接节省桥梁的建养费用,便于推广使用。3. The design of the utility model is novel and reasonable. The base plate is used to locate the installation position of the vertical positioning mechanism, and the base plate is fixed on the iron formwork frame by using a magnet. Two limit baffles limit the lower flange of the corrugated steel web, which can effectively solve the problem that the horizontal position of the corrugated steel web is moved by the shaking displacement of the lifting equipment itself and the left and right displacement of the hanging basket during the installation process, so that the bridge can be moved. The superstructure conforms to the design force, prolongs the in-service time of the bridge, indirectly saves the construction and maintenance cost of the bridge, and is convenient for popularization and use.
综上所述,本实用新型设计新颖合理,通过在两侧波形钢腹板的底部分别安装一个竖向定位机构固定波形钢腹板,利用多个第一高度调节机构粗调腹板竖向定位板的高度,利用第二高度调节机构精调腹板竖向定位板的高度,基板采用磁铁对铁的吸力原理与底模底架连接,环保可靠,易于加工、受力合理、稳定坚固且便于移动,能有效解决波形钢腹板在安装过程中的竖向位置受起重设备自身的晃动位移、挂篮的左右位移而移动,从而让桥梁上部结构的符合设计受力,延长桥梁在役时间,间接节省桥梁的建养费用,便于推广使用。To sum up, the design of the utility model is novel and reasonable. A vertical positioning mechanism is respectively installed at the bottom of the corrugated steel webs on both sides to fix the corrugated steel webs, and a plurality of first height adjustment mechanisms are used to roughly adjust the vertical positioning of the webs. The height of the plate, the second height adjustment mechanism is used to fine-tune the height of the vertical positioning plate of the web plate, the base plate is connected to the bottom mold chassis by the principle of magnet-to-iron suction, which is environmentally friendly and reliable, easy to process, reasonable in force, stable and convenient. The movement can effectively solve the vertical position of the corrugated steel web during the installation process, which is moved by the shaking displacement of the lifting equipment itself and the left and right displacement of the hanging basket, so that the upper structure of the bridge can meet the design force and prolong the service time of the bridge. , which indirectly saves the construction and maintenance costs of bridges and facilitates popularization and use.
下面通过附图和实施例,对本实用新型的技术方案做进一步的详细描述。The technical solutions of the present utility model will be described in further detail below through the accompanying drawings and embodiments.
附图说明Description of drawings
图1为本实用新型的使用状态图。Fig. 1 is the use state diagram of the utility model.
图2为本实用新型的结构示意图。FIG. 2 is a schematic structural diagram of the utility model.
附图标记说明:Explanation of reference numbers:
1—竖向定位机构一; 2—竖向定位机构二; 3—波形钢腹板一;1—Vertical positioning mechanism I; 2—Vertical positioning mechanism II; 3—Corrugated steel web I;
4—波形钢腹板二; 5—底模底架; 6—基板;4—Corrugated steel web 2; 5—Bottom mold chassis; 6—Base plate;
7—磁铁; 8—高度支撑杆; 9—高度调节杆;7—magnet; 8—height support rod; 9—height adjustment rod;
10—螺旋顶基板; 11—螺旋顶基座; 12—螺旋顶;10—screw top base plate; 11—screw top base; 12—screw top;
13—腹板竖向定位板; 14—限位挡板。13—vertical positioning plate of the web; 14—limiting baffle.
具体实施方式Detailed ways
如图1和图2所示,本实用新型包括安装在底模底架5上位于波形钢腹板一3底部的竖向定位机构一1和位于波形钢腹板二4底部的竖向定位机构二2,所述竖向定位机构一1和所述竖向定位机构二2的结构相同,所述竖向定位机构一1包括由下至上依次设置的基板6以及均与基板6相平行设置的螺旋顶基板10和腹板竖向定位板13,基板6和螺旋顶基板10之间通过多个第一高度调节机构连接,螺旋顶基板10和腹板竖向定位板13之间通过第二高度调节机构连接,所述第一高度调节机构包括与基板6连接的高度支撑杆8和与螺旋顶基板10连接且与高度支撑杆8配合的高度调节杆9,基板6上设置有磁铁7,所述第二高度调节机构为螺旋顶12,螺旋顶基板10上安装有用于安装螺旋顶12的螺旋顶基座11,螺旋顶12的顶端与腹板竖向定位板13的底部连接,腹板竖向定位板13的顶部设置有两个用于限位波形钢腹板下翼缘位置的限位挡板14。As shown in FIG. 1 and FIG. 2 , the present invention includes a vertical positioning mechanism 1 installed on the bottom mold chassis 5 and located at the bottom of the corrugated steel web 1 3 and a vertical positioning mechanism located at the bottom of the corrugated steel web 2 4 . 22. The vertical positioning mechanism 1 and the vertical positioning mechanism 22 have the same structure. The vertical positioning mechanism 1 includes a base plate 6 arranged in sequence from bottom to top and a base plate 6 arranged in parallel with the base plate 6. The spiral
需要说明的是,通过在两侧波形钢腹板底部分别安装一个竖向定位机构固定波形钢腹板,竖向定位机构中通过多个第一高度调节机构粗调腹板竖向定位板的高度,利用第二高度调节机构精调腹板竖向定位板的高度,两个竖向定位机构各自独立调节工作且共同定位两侧波形钢腹板竖向高速,适用于各种结构类型的波形钢腹板;第一高度调节机构通过高度支撑杆8和高度调节杆9的配合粗略调节腹板竖向定位板高度,在调节好的第一高度调节机构上安装螺旋顶基板10,在螺旋顶基板10上的螺旋顶基座11上安装螺旋顶12,第二高度调节机构通过手动调节螺旋顶12实现腹板竖向定位板高度精确调节且使腹板竖向定位板实时达到设计高度,可靠稳定;利用基板6定位竖向定位机构的安装位置,利用磁铁7将基板6固定在铁质模板架上,环保可靠,易于加工、受力合理、稳定坚固且便于移动,在通过两个限位挡板14限位波形钢腹板下翼缘,能有效解决波形钢腹板在安装过程中的水平位置受起重设备自身的晃动位移、挂篮的左右位移而移动,从而让桥梁上部结构的符合设计受力,延长桥梁在役时间,间接节省桥梁的建养费用。It should be noted that the corrugated steel webs are fixed by installing a vertical positioning mechanism at the bottom of the corrugated steel webs on both sides, and the height of the vertical positioning plate of the web is roughly adjusted by a plurality of first height adjustment mechanisms in the vertical positioning mechanism. , Using the second height adjustment mechanism to fine-tune the height of the vertical positioning plate of the web, the two vertical positioning mechanisms independently adjust and work together and co-locate the vertical high speed of the corrugated steel webs on both sides, which is suitable for corrugated steel of various structural types. Web; the first height adjustment mechanism roughly adjusts the height of the vertical positioning plate of the web through the cooperation of the height support rod 8 and the height adjustment rod 9, installs the screw
本实施例中,所述基板6上设置有多个磁铁7。In this embodiment, a plurality of magnets 7 are disposed on the substrate 6 .
本实施例中,所述底模底架5为铁质模板架,基板6中的多个磁铁7均与底模底架5吸附配合。In this embodiment, the bottom mold bottom frame 5 is an iron template frame, and the plurality of magnets 7 in the base plate 6 are adsorbed and matched with the bottom mold bottom frame 5 .
需要说明的是,基板6上设置有多个磁铁7,且多个磁铁7均匀的分布在基板6上,保证基板6稳定的安装在底模底架5上。It should be noted that the substrate 6 is provided with a plurality of magnets 7 , and the plurality of magnets 7 are evenly distributed on the substrate 6 to ensure that the substrate 6 is stably mounted on the bottom mold chassis 5 .
本实施例中,所述螺旋顶基板10的底部设置有与高度调节杆9配合的杆件卡槽,所述杆件卡槽的数量与所述第一高度调节机构的数量相等且一一对应。In this embodiment, the bottom of the helical
本实施例中,所述高度支撑杆8为中空结构,所述高度支撑杆8的内侧壁上设置有高度调节内螺纹,高度调节杆9远离螺旋顶基板10的一端伸入至高度支撑杆8内与高度支撑杆8螺纹配合。In this embodiment, the height support rod 8 is a hollow structure, the inner side wall of the height support rod 8 is provided with a height adjustment inner thread, and the end of the height adjustment rod 9 away from the spiral
本实用新型使用时,利用基板6定位竖向定位机构的位置,利用磁铁7与底模底架5的吸附力固定基板6,通过高度支撑杆8和高度调节杆9的配合调平螺旋顶基板10的安装基础,再安装螺旋顶基板10,使螺旋顶基板10的角度符合设计需求,将螺旋顶12安装在螺旋顶基座11内,在螺旋顶12顶部安装腹板竖向定位板13,手动调节螺旋顶12将波形钢腹板下翼缘限位在腹板竖向定位板13顶部的两个限位挡板14之间,环保可靠,易于加工、受力合理、稳定坚固且便于移动,能有效解决波形钢腹板在安装过程中的竖向位置受起重设备自身的晃动位移、挂篮的左右位移而移动,从而让桥梁上部结构的符合设计受力,延长桥梁在役时间,间接节省桥梁的建养费用。When the utility model is used, the base plate 6 is used to locate the position of the vertical positioning mechanism, the base plate 6 is fixed by the adsorption force of the magnet 7 and the bottom mold bottom frame 5, and the screw top base plate is leveled by the cooperation of the height support rod 8 and the height adjustment rod 9. 10 installation foundation, then install the screw
以上所述,仅是本实用新型的较佳实施例,并非对本实用新型作任何限制,凡是根据本实用新型技术实质对以上实施例所作的任何简单修改、变更以及等效结构变化,均仍属于本实用新型技术方案的保护范围内。The above are only preferred embodiments of the present utility model, and do not limit the present utility model. Any simple modifications, changes and equivalent structural changes made to the above embodiments according to the technical essence of the present utility model still belong to the scope of the present utility model. within the protection scope of the technical solution of the present invention.
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