CN216839018U - High-speed railway pier stone backing template - Google Patents
High-speed railway pier stone backing template Download PDFInfo
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- CN216839018U CN216839018U CN202220079401.0U CN202220079401U CN216839018U CN 216839018 U CN216839018 U CN 216839018U CN 202220079401 U CN202220079401 U CN 202220079401U CN 216839018 U CN216839018 U CN 216839018U
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- 239000004575 stone Substances 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 11
- 238000009415 formwork Methods 0.000 description 11
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
Description
技术领域technical field
本实用新型属于高铁施工技术领域,具体涉及一种高铁桥墩垫石模板。The utility model belongs to the technical field of high-speed railway construction, in particular to a high-speed railway bridge pier cushion stone formwork.
背景技术Background technique
高铁桥墩采用钢筋混凝土盖梁及垫石是普遍采用的一种施工方法,高铁桥墩的垫石模板要求是:表面平整、形状准确、不漏浆,有足够的强度与刚性,模板一般采用木模,中间绑扎钢筋,施工时先浇筑盖梁,再混凝土浇筑垫石,存在几个缺陷:1、利用木板容易变形;2、墩身施工完成后到现场绑扎钢筋,单独施工,危险性大;3、成本大。It is a commonly used construction method to use reinforced concrete cover beams and cushion stones for high-speed railway piers. The requirements of the cushion stone formwork for high-speed railway piers are: smooth surface, accurate shape, no leakage, sufficient strength and rigidity, and the formwork generally adopts wood formwork There are several defects: 1. The use of wooden boards is easy to deform; 2. After the construction of the pier body is completed, the steel bars are bound on site, and it is constructed separately, which is very dangerous; 3. , the cost is large.
发明内容SUMMARY OF THE INVENTION
为解决上述问题,本实用新型公开了一种高铁桥墩垫石模板,垫石和墩身同时施工,定位准确,安全性高,施工成本低。In order to solve the above problems, the utility model discloses a high-speed rail bridge pier cushion stone formwork, the cushion stone and the pier body are constructed at the same time, the positioning is accurate, the safety is high, and the construction cost is low.
为达到上述目的,本实用新型的技术方案如下:For achieving the above object, the technical scheme of the present utility model is as follows:
一种高铁桥墩垫石模板,其特征在于:包括垫石外模、支架,所述支架包括4根长度相同的基柱,所述4根基柱竖直排列成方形结构,基柱中间设有预留孔模板,预留孔模板与基柱之间通过插拔销子固定,4根基柱之间通过水平槽钢连接,槽钢下方设有连接件,所述连接件两端设有腰形孔一,所述垫石外模包括固定架与连接架,所述连接架设置在固定架下方,所述连接件通过腰形孔一连接在固定架上,所述连接架两端设有腰形孔二。A high-speed rail bridge pier cushion stone formwork is characterized in that: it includes an outer cushion stone mold and a bracket, the bracket includes 4 foundation columns with the same length, the 4 foundation columns are vertically arranged in a square structure, and there is a prefab in the middle of the foundation columns. Hole-reserved formwork, the reserved-hole formwork and the base column are fixed by plugging pins, and the four base columns are connected by horizontal channel steel. There are connecting pieces under the channel steel, and waist-shaped holes are arranged at both ends of the connecting piece. First, the outer form of the cushion stone includes a fixing frame and a connecting frame, the connecting frame is arranged below the fixing frame, the connecting piece is connected to the fixing frame through a waist-shaped hole, and the two ends of the connecting frame are provided with waist-shaped holes. hole two.
作为本实用新型的一种改进,所述槽钢之间设有加强筋。As an improvement of the present utility model, reinforcing ribs are arranged between the channel steels.
作为本实用新型的一种改进,所述预留孔模板高度高于槽钢高度。As an improvement of the present invention, the height of the reserved hole template is higher than the height of the channel steel.
作为本实用新型的一种改进,所述基柱为无缝钢管。As an improvement of the present utility model, the base column is a seamless steel pipe.
本实用新型的有益效果是:The beneficial effects of the present utility model are:
本实用新型所述的一种高铁桥墩垫石模板,事先设置在墩身上,垫石和墩身同时施工,定位准确,安全性高,施工成本低。The high-speed rail bridge pier cushion stone template of the utility model is pre-arranged on the pier body, the cushion stone and the pier body are constructed at the same time, the positioning is accurate, the safety is high, and the construction cost is low.
附图说明Description of drawings
图1为本实用新型的安装示意图。Fig. 1 is the installation schematic diagram of the utility model.
图2为本实用新型的安装俯视图。Figure 2 is an installation top view of the utility model.
图3为本实用新型所述的支架主视图。FIG. 3 is a front view of the bracket according to the utility model.
图4为本实用新型所述的支架俯视图。FIG. 4 is a top view of the bracket according to the present invention.
图5为本实用新型所述的支架左视图。Fig. 5 is the left side view of the bracket according to the utility model.
图6为本实用新型所述的垫石外模主视图。FIG. 6 is a front view of the pad rock outer mold according to the utility model.
图7为本实用新型所述的垫石外模俯视图。FIG. 7 is a top view of the pad stone outer mold according to the utility model.
附图标记列表:List of reference numbers:
1、垫石外模,2、支架,3、基柱,4、预留孔模板,5、插拔销子,6、槽钢,7、连接件,8、腰形孔一,9、连接架,10、固定架,11、腰形孔二,12、加强筋,13、安装架,14、桥墩。1. Outer mould for cushion stone, 2. Bracket, 3. Base column, 4. Template for reserved holes, 5. Plug-in pin, 6. Channel steel, 7. Connecting piece, 8. Waist
具体实施方式Detailed ways
下面结合附图和具体实施方式,进一步阐明本实用新型,应理解下述具体实施方式仅用于说明本实用新型而不用于限制本实用新型的范围。需要说明的是,下面描述中使用的词语“前”、“后”、“左”、“右”、“上”和“下”指的是附图中的方向,词语“内”和“外”分别指的是朝向或远离特定部件几何中心的方向。The present invention will be further clarified below with reference to the accompanying drawings and specific embodiments. It should be understood that the following specific embodiments are only used to illustrate the present invention and not to limit the scope of the present invention. It should be noted that the words "front", "rear", "left", "right", "upper" and "lower" used in the following description refer to the directions in the drawings, and the words "inner" and "outer" ” refer to directions towards or away from the geometric center of a particular part, respectively.
如图所示,本实用新型所述的一种高铁桥墩垫石模板,包括垫石外模1、支架2,所述支架2包括4根长度相同的基柱3,所述4根基柱3竖直排列成方形结构,基柱3中间设有预留孔模板4,预留孔模板4与基柱3之间通过插拔销子5固定,4根基柱3之间通过水平槽钢6连接,槽钢6下方设有连接件7,所述连接件7两端设有腰形孔一8,所述垫石外模包括固定架10与连接架9,所述连接架设置在固定架下方,所述连接件7通过腰形孔一8连接在固定架10上,所述连接架9两端设有腰形孔二11,可以连接安装架13。As shown in the figure, a high-speed rail bridge pier cushion stone formwork according to the present invention includes an outer
本实用新型所述的一种高铁桥墩垫石模板,事先将模板通过安装架13设置在桥墩14上,垫石和墩身同时施工,垫石尺寸标准,定位准确且可微调,而且与墩身同时施工,养护方便,质量能保证;安全性高,施工成本低。For the high-speed railway bridge pier cushion stone formwork described in the present invention, the formwork is set on the
本实用新型所述槽钢6之间设有加强筋12,增加强度,保证施工质量。Reinforcing
本实用新型所述预留孔模板4高度高于槽钢6高度,施工方便。The height of the
本实用新型所述基柱3为无缝钢管,刚性好,延长使用寿命。The
本实用新型方案所公开的技术手段不仅限于上述实施方式所公开的技术手段,还包括由以上技术特征任意组合所组成的技术方案。The technical means disclosed by the solution of the present invention are not limited to the technical means disclosed in the above-mentioned embodiments, but also include technical solutions composed of any combination of the above-mentioned technical features.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220079401.0U CN216839018U (en) | 2022-01-13 | 2022-01-13 | High-speed railway pier stone backing template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220079401.0U CN216839018U (en) | 2022-01-13 | 2022-01-13 | High-speed railway pier stone backing template |
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| Publication Number | Publication Date |
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| CN216839018U true CN216839018U (en) | 2022-06-28 |
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|---|---|---|---|
| CN202220079401.0U Active CN216839018U (en) | 2022-01-13 | 2022-01-13 | High-speed railway pier stone backing template |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506257A (en) * | 2022-10-10 | 2022-12-23 | 中铁上海工程局集团有限公司 | Auxiliary tool for overall prefabrication of railway bridge support pad stone and its operation method |
-
2022
- 2022-01-13 CN CN202220079401.0U patent/CN216839018U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506257A (en) * | 2022-10-10 | 2022-12-23 | 中铁上海工程局集团有限公司 | Auxiliary tool for overall prefabrication of railway bridge support pad stone and its operation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240701 Address after: 071106 No. 475, Houlangying Village, Yanzhuang Township, Qingyuan District, Baoding City, Hebei Province Patentee after: Zhang Xincai Country or region after: China Address before: No.33, Luming Avenue, Gaochun District, Nanjing City, Jiangsu Province Patentee before: NANJING VOCATIONAL INSTITUTE OF MECHATRONIC TECHNOLOGY Country or region before: China |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240929 Address after: 072556 Liangjiaying Village, Caohe Town, Xushui District, Baoding City, Hebei Province Patentee after: Hebei Chenhong Metal Products Co.,Ltd. Country or region after: China Address before: 071106 No. 475, Houlangying Village, Yanzhuang Township, Qingyuan District, Baoding City, Hebei Province Patentee before: Zhang Xincai Country or region before: China |