CN205116715U - Cast -in -situ box girder template bracing device - Google Patents
Cast -in -situ box girder template bracing device Download PDFInfo
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- CN205116715U CN205116715U CN201520789304.0U CN201520789304U CN205116715U CN 205116715 U CN205116715 U CN 205116715U CN 201520789304 U CN201520789304 U CN 201520789304U CN 205116715 U CN205116715 U CN 205116715U
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Abstract
本实用新型公开了一种现浇箱梁模板斜撑装置,包括主背楞,所述主背楞和支撑断面之间具有空隙,空隙中塞满方木,所述主背楞为倾斜的“[”型支架,其内部依靠三段斜撑支撑,所述三段斜撑包括伸缩斜撑件和主斜撑件组成,所述伸缩斜撑件安装在主斜撑件两端可伸缩,所述主背楞地面垂直段设有竖向支承座。本实用新型结构简单,解决了传统的现浇箱梁模板体系采用型钢桁架支撑,腹板模板设对拉杆的形式,需要耗费大量钢材,且加工、运输、安拆成本均较大,周转利用率低的弊端。
The utility model discloses a cast-in-place box girder formwork diagonal bracing device, which comprises a main back corrugation. There is a gap between the main back corrugation and the supporting section, and the gap is filled with square timber. The main back corrugation is an inclined "[" type bracket, its internal support is supported by three sections of diagonal braces, the three sections of diagonal braces are composed of telescopic diagonal braces and main diagonal braces, and the telescopic diagonal braces are installed at both ends of the main diagonal braces to be telescopic, so The vertical section of the main back corrugated ground is provided with a vertical support seat. The utility model has a simple structure, which solves the problem that the traditional cast-in-place box girder formwork system adopts steel truss support, and the web formwork is provided with tie rods, which requires a large amount of steel materials, and the cost of processing, transportation, installation and disassembly is relatively large, and the turnover utilization rate Low disadvantages.
Description
技术领域technical field
本实用新型涉及现浇箱梁模板施工领域,提供一种现浇箱梁模板斜撑装置。The utility model relates to the field of cast-in-place box girder formwork construction and provides a cast-in-place box girder formwork diagonal bracing device.
背景技术Background technique
传统的现浇箱梁模板体系采用型钢桁架支撑,腹板模板设对拉杆的形式。需要耗费大量钢材,且加工、运输、安拆成本均较大,周转利用率低;安装和拆除时均需大型吊装设备配合作业,安拆极为不便;腹板模板设置对拉杆,施工时常与预应力位置发生冲突,需要随时变更对拉杆位置,造成模板周转率低,混凝土外观差,拆模后还需对拉杆孔进行修复。The traditional cast-in-place box girder formwork system is supported by steel trusses, and the web formwork is set in the form of tie rods. It consumes a lot of steel, and the cost of processing, transportation, installation and dismantling is high, and the turnover rate is low; both installation and dismantling require large-scale hoisting equipment to cooperate with the operation, which is extremely inconvenient to install and disassemble; When the stress position conflicts, it is necessary to change the position of the tie rods at any time, resulting in low turnover rate of the formwork and poor appearance of the concrete. After the formwork is removed, the tie rod holes need to be repaired.
实用新型内容Utility model content
本实用新型的目的在于提供一种现浇箱梁模板斜撑装置。The purpose of the utility model is to provide a cast-in-place box girder formwork diagonal bracing device.
本实用新型的目的可以通过以下技术方案实现:The purpose of this utility model can be realized through the following technical solutions:
一种现浇箱梁模板斜撑装置,包括主背楞,所述主背楞和支撑断面之间具有空隙,空隙中塞满方木,所述主背楞为倾斜的“[”型支架,其内部依靠三段斜撑支撑,所述三段斜撑包括伸缩斜撑件和主斜撑件组成,所述伸缩斜撑件安装在主斜撑件两端可伸缩,所述主背楞地面垂直段设有竖向支承座。A cast-in-place box girder formwork diagonal bracing device, including a main back flute, there is a gap between the main back flute and the supporting section, the gap is filled with square timber, and the main back flute is an inclined "[" type bracket, Its interior is supported by three sections of diagonal braces. The three sections of diagonal braces are composed of telescopic diagonal braces and main diagonal braces. The telescopic diagonal braces are installed at both ends of the main diagonal braces. The vertical section is provided with a vertical support seat.
所述三段斜撑和主背楞通过螺栓连接。The three-section diagonal brace and the main back flute are connected by bolts.
所述三段斜撑具有多个,不同的倾斜角度支撑在主背楞内。There are multiple three-section braces with different inclination angles supported in the main back flute.
本实用新型的有益效果:本实用新型结构简单,解决了传统的现浇箱梁模板体系采用型钢桁架支撑,腹板模板设对拉杆的形式,需要耗费大量钢材,且加工、运输、安拆成本均较大,周转利用率低的弊端,节约材料,降低加工、运输及安拆成本,提高支撑体系周转利用率;提高模板周转利用率,提高混凝土外观质量;构件重量较小,不需大型吊装设备配合,安拆工序简单、操作方便,安全可靠。Beneficial effects of the utility model: the utility model has a simple structure, and solves the problem that the traditional cast-in-place box girder formwork system adopts steel truss support, and the web formwork is provided with tie rods, which consumes a large amount of steel materials, and the cost of processing, transportation, installation and disassembly Both are relatively large, and the disadvantage of low turnover utilization rate saves materials, reduces processing, transportation and installation and disassembly costs, and improves the turnover utilization rate of the support system; improves the turnover utilization rate of formwork and improves the appearance quality of concrete; the weight of the components is small, and no large-scale hoisting is required Equipped with equipment, the installation and disassembly process is simple, easy to operate, safe and reliable.
附图说明Description of drawings
图1是本实用新型结构示意图。Fig. 1 is the structural representation of the utility model.
具体实施方式detailed description
以下结合附图对本实用新型的实施例进行详细说明,但是本实用新型可以由权利要求限定和覆盖的多种不同方式实施。The embodiments of the utility model will be described in detail below in conjunction with the accompanying drawings, but the utility model can be implemented in various ways defined and covered by the claims.
如图1所示,一种现浇箱梁模板斜撑装置,包括主背楞1,所述主背楞1和支撑断面2之间具有空隙,空隙中塞满方木8,所述主背楞1为倾斜的“[”型支架,其内部依靠三段斜撑5支撑,所述三段斜撑5包括伸缩斜撑件3和主斜撑件4组成,所述伸缩斜撑件3安装在主斜撑件4两端可伸缩,所述主背楞1地面垂直段设有竖向支承座7,所述三段斜撑5和主背楞1通过螺栓(6)连接,所述三段斜撑5具有多个,不同的倾斜角度支撑在主背楞1内。As shown in Figure 1, a cast-in-place box girder formwork diagonal bracing device includes a main back flute 1, there is a gap between the main back flute 1 and the supporting section 2, and square timber 8 is filled in the gap, and the main back flute 1 The corrugated 1 is an inclined "["-shaped bracket, and its interior is supported by three-section diagonal braces 5. The three-section diagonal braces 5 are composed of telescopic diagonal braces 3 and main diagonal braces 4. The telescopic diagonal braces 3 are installed The two ends of the main diagonal brace 4 are telescopic, and the vertical section of the main back flute 1 is provided with a vertical support seat 7, and the three sections of the diagonal brace 5 and the main back flute 1 are connected by bolts (6). There are multiple segment braces 5 with different inclination angles supported in the main back flute 1 .
使用时,将带有内螺纹的主斜撑件4(斜撑外套管)与伸缩斜撑件3(斜撑调节螺杆)组装在一起,通过主斜撑件4,可调整斜撑体系长度。现浇箱梁模板施工时,先将斜撑体系两端与箱梁模板主背楞通过螺栓连接在一起,再根据箱梁立模尺寸,主斜撑件4,调整斜撑长度,然后安装模板体系。During use, the main diagonal brace 4 (the outer casing of the diagonal brace) with the internal thread is assembled with the telescopic diagonal brace 3 (the diagonal brace adjusting screw), and the length of the diagonal brace system can be adjusted by the main diagonal brace 4 . During the construction of the cast-in-place box girder formwork, the two ends of the diagonal brace system and the main back of the box girder formwork are first connected together by bolts, and then the length of the diagonal brace is adjusted according to the size of the vertical formwork of the box girder and the main diagonal brace 4, and then the formwork system is installed.
以上内容仅仅是对本实用新型结构所作的举例和说明,所属本技术领域的技术人员对所描述的具体实施例做各种各样的修改或补充或采用类似的方式替代,只要不偏离实用新型的结构或者超越本权利要求书所定义的范围,均应属于本实用新型的保护范围。The above content is only an example and description of the structure of the utility model. Those skilled in the art make various modifications or supplements to the described specific embodiments or replace them in similar ways, as long as they do not deviate from the utility model. Structures or beyond the scope defined in the claims shall belong to the protection scope of the present utility model.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520789304.0U CN205116715U (en) | 2015-10-10 | 2015-10-10 | Cast -in -situ box girder template bracing device |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520789304.0U CN205116715U (en) | 2015-10-10 | 2015-10-10 | Cast -in -situ box girder template bracing device |
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| CN205116715U true CN205116715U (en) | 2016-03-30 |
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| CN201520789304.0U Expired - Lifetime CN205116715U (en) | 2015-10-10 | 2015-10-10 | Cast -in -situ box girder template bracing device |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178596A (en) * | 2015-10-10 | 2015-12-23 | 安徽卓良新材料有限公司 | Cast-in-place box girder formwork diagonal bracing device |
| CN105887696A (en) * | 2016-05-25 | 2016-08-24 | 中交第航务工程局有限公司 | Variable-cross-section adjustable integral form board of mobile formwork |
| CN106758821A (en) * | 2016-11-22 | 2017-05-31 | 中建四局第五建筑工程有限公司 | The method of cast-in-situ box girder side form support and its box girder formwork support meanss of use |
| CN107326939A (en) * | 2017-06-01 | 2017-11-07 | 中铁十六局集团北京轨道交通工程建设有限公司 | A kind of underground continuous wall connector welds template construction device and method with H profile steel |
| CN108277977A (en) * | 2018-01-17 | 2018-07-13 | 曹立英 | A kind of column mould reinforcement system and preparation method thereof |
-
2015
- 2015-10-10 CN CN201520789304.0U patent/CN205116715U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178596A (en) * | 2015-10-10 | 2015-12-23 | 安徽卓良新材料有限公司 | Cast-in-place box girder formwork diagonal bracing device |
| CN105887696A (en) * | 2016-05-25 | 2016-08-24 | 中交第航务工程局有限公司 | Variable-cross-section adjustable integral form board of mobile formwork |
| CN105887696B (en) * | 2016-05-25 | 2019-07-02 | 中交第一航务工程局有限公司 | A kind of variable cross-section mobile formwork adjustable integral template |
| CN106758821A (en) * | 2016-11-22 | 2017-05-31 | 中建四局第五建筑工程有限公司 | The method of cast-in-situ box girder side form support and its box girder formwork support meanss of use |
| CN107326939A (en) * | 2017-06-01 | 2017-11-07 | 中铁十六局集团北京轨道交通工程建设有限公司 | A kind of underground continuous wall connector welds template construction device and method with H profile steel |
| CN107326939B (en) * | 2017-06-01 | 2019-07-26 | 中铁十六局集团北京轨道交通工程建设有限公司 | A construction device and method for H-beam welding formwork for underground diaphragm wall joints |
| CN108277977A (en) * | 2018-01-17 | 2018-07-13 | 曹立英 | A kind of column mould reinforcement system and preparation method thereof |
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| C14 | Grant of patent or utility model | ||
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Effective date of registration: 20170126 Address after: 231400 Anhui, Anhui City, Wenchang, Tongcheng, the streets of the comprehensive building of the Tower Road, Zhuo Zhuo Building Technology Co., Ltd. Patentee after: Anhui Zhuo Liang Construction Technology Co.,Ltd. Address before: 231400 Anhui Zhuo Liangxin Material Co., Ltd., Anqing No. 1 North Road, Tongcheng Economic Development Zone, Anhui, China Patentee before: ANHUI ZULIN NEW MATERIALS Co.,Ltd. |
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Effective date of registration: 20180313 Address after: No. 10, Heping Road, Tongcheng Economic Development Zone, Anhui Province, Anhui Patentee after: ANHUI ZULIN NEW MATERIALS Co.,Ltd. Address before: 231400 Anhui, Anhui City, Wenchang, Tongcheng, the streets of the comprehensive building of the Tower Road, Zhuo Zhuo Building Technology Co., Ltd. Patentee before: Anhui Zhuo Liang Construction Technology Co.,Ltd. |
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| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20160330 |