CN202849948U - Locating device for corrugated steel web - Google Patents
Locating device for corrugated steel web Download PDFInfo
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- CN202849948U CN202849948U CN 201220571269 CN201220571269U CN202849948U CN 202849948 U CN202849948 U CN 202849948U CN 201220571269 CN201220571269 CN 201220571269 CN 201220571269 U CN201220571269 U CN 201220571269U CN 202849948 U CN202849948 U CN 202849948U
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Abstract
本实用新型提供了一种波纹钢腹板的定位装置,包括:两根直线形且位置平行的支撑部件;在所述两根支撑部件之间,连接两根形成十字形交叉的花篮螺杆;每根所述花篮螺杆的两端分别与一根支撑部件的一个端部连接。支撑部件的端部与节点板固定连接,花篮螺杆的端部卡持U型板,所述U型板与所述节点板通过螺栓连接。所述U型板的底部具有孔,所述花篮螺杆的端部具有卡台;所述花篮螺杆穿过所述U型板的孔,通过所述卡台与所述孔相卡持。本实施例中的定位装置,结构简单,便于操作,可反复使用,提高了波纹钢腹板的定位安装效率。
The utility model provides a positioning device for a corrugated steel web, comprising: two linear and parallel supporting parts; between the two supporting parts, two turnbuckle screws forming a cross shape are connected; each Both ends of the turnbuckle screw are respectively connected to one end of a supporting component. The end of the support component is fixedly connected to the gusset plate, the end of the turnbuckle screw clamps the U-shaped plate, and the U-shaped plate is connected to the gusset plate through bolts. The bottom of the U-shaped plate has a hole, and the end of the turnbuckle screw has a clamping platform; the turnbuckle screw passes through the hole of the U-shaped plate, and is clamped with the hole by the clamping platform. The positioning device in this embodiment has a simple structure, is easy to operate, can be used repeatedly, and improves the positioning and installation efficiency of the corrugated steel web.
Description
技术领域 technical field
本实用新型涉及波纹钢腹板预应力组合箱梁领域,特别是涉及一种波纹钢腹板的定位装置。The utility model relates to the field of prestressed composite box girders with corrugated steel webs, in particular to a positioning device for corrugated steel webs.
背景技术 Background technique
波纹钢腹板预应力组合箱梁是由混凝土顶底板、体外预应力筋和波纹钢腹板三者构成的钢-混组合箱梁结构。由于采用波纹钢腹板代替混凝土腹板,与传统的预应力混凝土箱梁相比,可以减轻结构自重20%~30%,因此,采用该类结构可节省建设费用,特别是对于大跨度波纹钢腹板连续梁和连续刚构桥,其经济优势更为突出,综合造价可比普通预应力混凝土箱梁桥降低8%~12%。The corrugated steel web prestressed composite box girder is a steel-concrete composite box girder structure composed of concrete roof and floor, external prestressed tendons and corrugated steel webs. Since corrugated steel webs are used instead of concrete webs, compared with traditional prestressed concrete box girders, the structural weight can be reduced by 20% to 30%. Therefore, the use of this type of structure can save construction costs, especially for long-span corrugated steel Web continuous girders and continuous rigid frame bridges have more prominent economic advantages, and the comprehensive cost can be reduced by 8% to 12% compared with ordinary prestressed concrete box girder bridges.
波纹钢腹板的安装定位精度影响成桥线形、内力分布状态和剪力连接键的工作性能。现有的波纹钢腹板定位装置主要采用大型钢或搭设脚手架,结构复杂、操作繁琐、费工费料,不利于施工现场快速周转使用。The installation and positioning accuracy of the corrugated steel web affects the alignment of the bridge, the distribution of internal forces and the performance of the shear connection key. The existing corrugated steel web positioning device mainly adopts large-scale steel or scaffolding, which has complex structure, cumbersome operation, labor-intensive and material-intensive, which is not conducive to rapid turnover and use on the construction site.
发明内容 Contents of the invention
有鉴于此,本实用新型在于提供一种波纹钢腹板的定位装置,以解决上述采用大型钢或搭设脚手架作为波纹钢腹板定位装置,结构复杂的问题。In view of this, the utility model is to provide a corrugated steel web positioning device to solve the above-mentioned problem of using large steel or scaffolding as the corrugated steel web positioning device and having a complex structure.
为解决上述问题,本实用新型提供一种波纹钢腹板的定位装置,包括:两根直线形且位置平行的支撑部件;In order to solve the above problems, the utility model provides a positioning device for corrugated steel webs, including: two linear and parallel supporting parts;
在所述两根支撑部件之间,连接两根形成十字形交叉的花篮螺杆;每根所述花篮螺杆的两端分别与一根支撑部件的一个端部连接。Between the two support components, two turnbuckle screws forming a cross shape are connected; both ends of each turnbuckle screw are respectively connected to one end of a support component.
优选地,每根所述花篮螺杆的端部与每根所述支撑部件的端部之间的连接包括:Preferably, the connection between the end of each turnbuckle screw and the end of each support member includes:
所述支撑部件的端部与节点板固定连接;The end of the support member is fixedly connected to the gusset plate;
所述花篮螺杆的端部卡持U型板,所述U型板与所述节点板通过螺栓连接。The end of the turnbuckle screw clamps a U-shaped plate, and the U-shaped plate is connected to the gusset plate through bolts.
优选地,所述U型板的底部具有孔,所述花篮螺杆的端部具有卡台;Preferably, the bottom of the U-shaped plate has a hole, and the end of the turnbuckle screw has a clamping platform;
所述花篮螺杆穿过所述U型板的孔,通过所述卡台与所述孔相卡持。The turnbuckle screw passes through the hole of the U-shaped plate, and is clamped with the hole by the clamping platform.
优选地,所述节点板在所述U型板的开口内。Preferably, the gusset plate is within the opening of the U-shaped plate.
优选地,所述支撑部件为槽钢、圆钢、钢板或钢管。Preferably, the support member is channel steel, round steel, steel plate or steel pipe.
实施例中的定位装置,结构简单,便于操作,可反复使用,提高了波纹钢腹板的定位安装效率。The positioning device in the embodiment has a simple structure, is easy to operate, can be used repeatedly, and improves the positioning and installation efficiency of the corrugated steel web.
附图说明 Description of drawings
此处所说明的附图用来提供对本发明的进一步理解,构成本申请的一部分,本发明的示意性实施例及其说明用于解释本发明,并不构成对本发明的不当限定。在附图中:The accompanying drawings described here are used to provide a further understanding of the present invention and constitute a part of the application. The schematic embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute improper limitations to the present invention. In the attached picture:
图1是实施例中的定位装置的结构图;Fig. 1 is a structural diagram of a positioning device in an embodiment;
图2是实施例中花篮螺杆与支撑部件连接的局部示意图;Fig. 2 is a partial schematic view of the connection between the turnbuckle screw and the support member in the embodiment;
图3是实施例中定位装置固定波纹钢腹板的结构图。Fig. 3 is a structural view of the positioning device fixing the corrugated steel web in the embodiment.
具体实施方式 Detailed ways
为清楚说明本实用新型中的技术方案,下面给出优选的实施例并结合附图详细说明。In order to clearly illustrate the technical solutions in the utility model, preferred embodiments are given below and detailed descriptions are given in conjunction with the accompanying drawings.
参见图1,图1中的波纹钢腹板的定位装置包括:两根直线形且位置平行的支撑部件11、支撑部件12;Referring to Fig. 1, the positioning device of the corrugated steel web in Fig. 1 includes: two linear and parallel supporting
在所述两根支撑部件11、12之间,连接两根形成十字形交叉的花篮螺杆13、14;每根所述花篮螺杆的两端分别与一根支撑部件的一个端部连接。例如,图1中的花篮螺杆13一端连接支撑部件11的左端,另一端连接支撑部件12的右端。Between the two supporting
实施例中的定位装置,结构简单,便于操作,可反复使用,提高了波纹钢腹板的定位安装效率。The positioning device in the embodiment has a simple structure, is easy to operate, can be used repeatedly, and improves the positioning and installation efficiency of the corrugated steel web.
优选地,每根所述花篮螺杆的端部与每根所述支撑部件的端部之间的连接包括:Preferably, the connection between the end of each turnbuckle screw and the end of each support member includes:
所述支撑部件的端部与节点板固定连接;The end of the support member is fixedly connected to the gusset plate;
两根花篮螺杆与两个支撑部件共八个相连接的端部,通过四个节点板连接。例如:图1中的支撑部件11的右端通过螺栓31与节点板21固定连接。The two turntable screws and the two support components have a total of eight connected ends, which are connected through four gusset plates. For example: the right end of the
所述花篮螺杆的端部卡持U型板,所述U型板与所述节点板通过螺栓连接。例如:图1中的花篮螺杆14的一端通过U型板与节点板21连接。其余支撑部件和花篮螺杆的各个端部的连接方式相同。The end of the turnbuckle screw clamps a U-shaped plate, and the U-shaped plate is connected to the gusset plate through bolts. For example: one end of the turnbuckle 14 in FIG. 1 is connected to the
参见图2,花篮螺杆的端部与U型板卡持的结构图如图2所示,所述U型板的底部具有孔41,所述花篮螺杆的端部具有卡台132;Referring to FIG. 2 , the structural view of the clamping between the end of the turnbuckle screw and the U-shaped plate is shown in FIG. 2 , the bottom of the U-shaped plate has a
所述花篮螺杆穿过所述U型板的孔41,通过所述卡台132与所述孔41相卡持。The turnbuckle screw passes through the
节点板在所述U型板的开口内。例如:图2中位于U型板的开口内的节点板21,图1中各个位置的U型板与节点板的连接方式相同。A gusset plate is within the opening of the U-shaped plate. For example: the
优选地,所述支撑部件11、12为槽钢、圆钢、钢板或钢管均可。Preferably, the
参见图3,在使用实施例的装置过程中,将定位装置的四个节点板预先焊接在两侧的波纹钢腹板上,每个波纹钢腹板焊接两个节点板。将波纹钢腹板预应力组合箱梁内外侧波纹钢腹板放置定位后,通过节点板连接两个支撑部件和两根花篮螺杆。其中,两个节点板之间的间距等于两块波纹钢腹板的净距。安装完成后,无论波纹钢腹板有向内侧或外侧的变形趋势,都可以通过连接的支撑部件11、12和节点板的螺栓的抗剪作用来限制变形,从而保证波纹钢腹板的定位精度和整体稳定性。Referring to Fig. 3, in the process of using the device of the embodiment, the four gusset plates of the positioning device are pre-welded on the corrugated steel webs on both sides, and each corrugated steel web is welded with two gusset plates. After placing and positioning the inner and outer corrugated steel webs of the prestressed composite box girder with corrugated steel webs, connect two support components and two turnbuckle screws through gusset plates. Among them, the distance between two gusset plates is equal to the clear distance between two corrugated steel webs. After the installation is completed, no matter whether the corrugated steel web has a tendency to deform inwardly or outwardly, the deformation can be restricted by the shear resistance of the connected supporting
本实用新型的定位装置安装步骤如下:The installation steps of the positioning device of the present utility model are as follows:
1、在波纹钢腹板预应力组合箱梁内外侧波纹钢腹板吊装就位后,可安装该定位调整装置。1. After the inner and outer corrugated steel webs of the corrugated steel web prestressed composite box girder are hoisted in place, the positioning adjustment device can be installed.
2、用电动葫芦将支撑部件11、12置于两波纹钢腹板之间节点板位置,并通过螺栓固定连接。例如,图1中的螺栓31。2. Use an electric hoist to place the supporting
3、用电动葫芦将两根对拉花篮螺杆13、14十字交叉置于两波纹钢腹板之间节点板的位置,并通过U型板和螺栓连接节点板和花篮螺杆。3. Use an electric hoist to place the two paired turnbuckle screws 13 and 14 crosswise at the gusset plate between the two corrugated steel webs, and connect the gusset plate and the turnbuckle screw through a U-shaped plate and bolts.
4、最后通过对拉花篮螺杆的调节完成波纹钢腹板的微调和精确定位。参见图1中的花篮螺杆上的长度调节部件131、141,通过该调节部件,可调节花篮螺杆的长度到预定的尺寸。4. Finally, fine-tuning and precise positioning of the corrugated steel web are completed by adjusting the turnbuckle screw. Referring to the
在待定位的波纹钢腹板吊装后即可使用该定位调整装置,在待施工节段的混凝土浇注完毕后即可拆除该定位装置,供下个节段使用。The positioning adjustment device can be used after the corrugated steel web to be positioned is hoisted, and the positioning device can be removed after the concrete pouring of the segment to be constructed is completed for use in the next segment.
以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.
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| CN 201220571269 CN202849948U (en) | 2012-11-02 | 2012-11-02 | Locating device for corrugated steel web |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358214A (en) * | 2014-11-10 | 2015-02-18 | 中铁十一局集团有限公司 | Positioning device and positioning method for multi-angle anchor base plate |
| CN105040591A (en) * | 2015-06-05 | 2015-11-11 | 上海外经集团控股有限公司 | Positioning device for waveform steel web and positioning method thereof |
| CN106012844A (en) * | 2016-05-24 | 2016-10-12 | 中国水利水电第十工程局有限公司 | Positioning adjustment method for inclined steel web plates |
| CN106012793A (en) * | 2016-07-07 | 2016-10-12 | 上海外经集团控股有限公司 | Positioning structure and method for corrugated steel webs |
| CN106285021A (en) * | 2016-08-26 | 2017-01-04 | 上海建工集团股份有限公司 | The Wavelike steel webplate positioner of a kind of slip and using method thereof |
| CN107243703A (en) * | 2017-08-04 | 2017-10-13 | 天津天建设集团有限公司 | The adjustable para-seismic support of cable wire melting welding and construction method of installation |
| CN110747744A (en) * | 2019-09-27 | 2020-02-04 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Positioning method of corrugated steel web and bidirectional adjusting and positioning device adopted by same |
| CN113605208A (en) * | 2021-08-11 | 2021-11-05 | 长安大学 | Corrugated steel web PC box girder, internal support external pulling device and construction method of support before lining |
| CN113605207A (en) * | 2021-08-11 | 2021-11-05 | 长安大学 | A corrugated steel web composite box girder, a non-destructive positioning device for cantilevering and assembly, and a construction method |
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2012
- 2012-11-02 CN CN 201220571269 patent/CN202849948U/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358214A (en) * | 2014-11-10 | 2015-02-18 | 中铁十一局集团有限公司 | Positioning device and positioning method for multi-angle anchor base plate |
| CN104358214B (en) * | 2014-11-10 | 2015-12-30 | 中铁十一局集团有限公司 | A kind of positioner and localization method adapting to multi-angle anchor plate |
| CN105040591A (en) * | 2015-06-05 | 2015-11-11 | 上海外经集团控股有限公司 | Positioning device for waveform steel web and positioning method thereof |
| CN106012844A (en) * | 2016-05-24 | 2016-10-12 | 中国水利水电第十工程局有限公司 | Positioning adjustment method for inclined steel web plates |
| CN106012793A (en) * | 2016-07-07 | 2016-10-12 | 上海外经集团控股有限公司 | Positioning structure and method for corrugated steel webs |
| CN106285021A (en) * | 2016-08-26 | 2017-01-04 | 上海建工集团股份有限公司 | The Wavelike steel webplate positioner of a kind of slip and using method thereof |
| CN106285021B (en) * | 2016-08-26 | 2019-03-26 | 上海建工集团股份有限公司 | A kind of the Wavelike steel webplate positioning device and its application method of slip |
| CN107243703A (en) * | 2017-08-04 | 2017-10-13 | 天津天建设集团有限公司 | The adjustable para-seismic support of cable wire melting welding and construction method of installation |
| CN110747744A (en) * | 2019-09-27 | 2020-02-04 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Positioning method of corrugated steel web and bidirectional adjusting and positioning device adopted by same |
| CN110747744B (en) * | 2019-09-27 | 2021-07-13 | 中交二航局第四工程有限公司 | A corrugated steel web positioning method and a two-way adjustment positioning device adopted |
| CN113605208A (en) * | 2021-08-11 | 2021-11-05 | 长安大学 | Corrugated steel web PC box girder, internal support external pulling device and construction method of support before lining |
| CN113605207A (en) * | 2021-08-11 | 2021-11-05 | 长安大学 | A corrugated steel web composite box girder, a non-destructive positioning device for cantilevering and assembly, and a construction method |
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