CN204402019U - Silo top heavy grade conical shell template system - Google Patents
Silo top heavy grade conical shell template system Download PDFInfo
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- CN204402019U CN204402019U CN201420807911.0U CN201420807911U CN204402019U CN 204402019 U CN204402019 U CN 204402019U CN 201420807911 U CN201420807911 U CN 201420807911U CN 204402019 U CN204402019 U CN 204402019U
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- 238000009415 formwork Methods 0.000 claims abstract description 135
- 241000237942 Conidae Species 0.000 claims abstract description 29
- 238000010276 construction Methods 0.000 description 3
- 239000003245 coal Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
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Abstract
本实用新型公开了一种筒仓顶部大坡度锥壳模板体系,解决了现有技术存在的现场模板拼装工作量大和模板消耗严重的问题。包括下层锥壳外模板(2)是由软质梯形模板单元(10)与三角形模块单元(11)间隔拼装而成的,下层锥壳内模板(8)是由软质梯形模板单元(10)与三角形模块单元(11)间隔拼装而成的,在下层锥壳外模板(2)的外侧面上设置有下层锥壳外模板固定箍(3),上一层锥壳外模板中间隔设置的软质梯形模板单元(10)的数量和三角形模块单元(11)的数量少于下一层锥壳外模板中间隔设置的软质梯形模板单元(10)的数量和三角形模块单元(11)的数量。本实用新型现场拼装简单,模板重复利用率高,裁剪率低。
The utility model discloses a large-slope conical shell formwork system at the top of a silo, which solves the problems of large field formwork assembly workload and serious formwork consumption in the prior art. The outer formwork of the lower conical shell (2) is composed of soft trapezoidal formwork units (10) and triangular module units (11) at intervals, and the inner formwork of the lower conical shell (8) is composed of soft trapezoidal formwork units (10) Assembled with the triangular module unit (11) at intervals, the outer surface of the lower conical shell formwork (2) is provided with fixing hoops (3) for the outer conical shell formwork of the lower layer, and the outer conical shell formwork of the upper layer is set at intervals The number of soft trapezoidal formwork units (10) and the number of triangular module units (11) are less than the number of soft trapezoidal formwork units (10) and triangular module units (11) arranged at intervals in the outer formwork of the next layer of cone shell quantity. The utility model has the advantages of simple on-site assembly, high template reuse rate and low cutting rate.
Description
技术领域 technical field
本实用新型涉及一种筒仓顶部大坡度锥壳模板体系。 The utility model relates to a large-slope cone shell formwork system at the top of a silo.
背景技术 Background technique
随着建筑行业的发展,尤其是工业建筑的日趋增长,筒仓建筑在煤矿行业是比较普遍的建筑物,在筒仓的顶部一般要构筑锥壳,用于收集物料。有些筒体的锥壳的坡度比较大,倾斜坡度达到50度以上,在浇筑如此大坡度的锥壳前,要进行大变径锥壳模板体系的搭建,按现有的技术进行搭建模板体系时,先搭设底层模板并进行浇筑,待浇筑完的混凝土凝固后,拆除底层模板,再进行第二层模板的搭设,在第二层搭设模板的过程中,由于锥壳坡度大,需要对底层拆下的模板重新裁剪拼装,才能适应第二层模板的搭设要求,同理继续往上搭设时,存在同样的新的对模板裁剪拼装问题,带来了现场模板拼装工作量大,模板消耗量大的问题。 With the development of the construction industry, especially the increasing growth of industrial buildings, silo buildings are relatively common buildings in the coal mining industry. Cone shells are generally constructed on the top of silos for collecting materials. The slope of the conical shell of some cylinders is relatively large, and the inclination slope reaches more than 50 degrees. Before pouring the conical shell with such a large slope, it is necessary to build a large-diameter conical shell formwork system. When building the formwork system according to the existing technology Firstly, the bottom formwork is set up and poured. After the poured concrete is solidified, the bottom formwork is removed, and then the second floor formwork is erected. Only by re-cutting and assembling the lower formwork can it meet the erection requirements of the second-layer formwork. Similarly, when continuing to build up, there is the same new problem of formwork cutting and assembly, which brings a large workload of on-site formwork assembly and large formwork consumption. The problem.
发明内容 Contents of the invention
本实用新型提供了一种筒仓大坡度锥壳模板体系,解决了现有技术存在的现场模板拼装工作量大和模板消耗严重的技术问题。 The utility model provides a silo large-slope conical shell formwork system, which solves the technical problems of large field formwork assembly workload and serious formwork consumption in the prior art.
本实用新型通过以下技术方案解决以上的问题: The utility model solves the above problems through the following technical solutions:
一种筒仓顶部大坡度锥壳模板体系,包括筒仓筒体,在筒仓筒体内设置有内模支撑体系,在筒仓筒体的顶端分别设置有下层锥壳外模板和下层锥壳内模板,下层锥壳外模板是由软质梯形模板单元与三角形模块单元间隔拼装而成的,下层锥壳内模板是由软质梯形模板单元与三角形模块单元间隔拼装而成的,在下层锥壳外模板的外侧面上设置有下层锥壳外模板固定箍,在下层锥壳内模板上的软质梯形模板单元与下层锥壳外模板上的软质梯形模板单元之间设置有梯形模块单元对拉螺栓,在下层锥壳内模板上的三角形模块单元与下层锥壳外模板上的三角形模块单元之间设置有三角形模块单元对拉螺栓,在中层锥壳外模板中间隔设置的软质梯形模板单元的数量和三角形模块单元的数量少于在下层锥壳外模板中间隔设置的软质梯形模板单元的数量和三角形模块单元的数量,在上层锥壳外模板中间隔设置的软质梯形模板单元的数量和三角形模块单元的数量少于在中层锥壳外模板中间隔设置的软质梯形模板单元的数量和三角形模块单元的数量,在中层锥壳内模板中间隔设置的软质梯形模板单元的数量和三角形模块单元的数量少于在下层锥壳内模板中间隔设置的软质梯形模板单元的数量和三角形模块单元的数量,在上层锥壳内模板中间隔设置的软质梯形模板单元的数量和三角形模块单元的数量少于在中层锥壳内模板中间隔设置的软质梯形模板单元的数量和三角形模块单元的数量,在中层锥壳外模板上设置有中层锥壳外模板固定箍,在上层锥壳外模板上设置有上层锥壳外模板固定箍。 A large-slope conical shell formwork system on the top of a silo, including a silo shell, an internal mold support system is arranged in the silo shell, and a lower cone shell outer formwork and a lower cone shell inner formwork are respectively arranged on the top of the silo shell. Formwork, the outer formwork of the lower conical shell is assembled from soft trapezoidal formwork units and triangular module units at intervals, and the inner formwork of the lower conical shell is assembled from soft trapezoidal formwork units and triangular module units at intervals. The outer formwork of the lower conical shell is provided with fixing hoops on the outer surface of the outer formwork, and a pair of trapezoidal module units is arranged between the soft trapezoidal formwork unit on the inner formwork of the lower conical shell and the soft trapezoidal formwork unit on the outer formwork of the lower conical shell. Pulling bolts, triangular module unit pull bolts are set between the triangular module unit on the inner formwork of the lower conical shell and the triangular module unit on the outer formwork of the lower conical shell, and soft trapezoidal formworks are arranged at intervals in the outer formwork of the middle conical shell The number of units and the number of triangular module units are less than the number of soft trapezoidal formwork units and the number of triangular module units arranged at intervals in the outer formwork of the lower cone shell, and the number of soft trapezoidal formwork units arranged at intervals in the outer formwork of the upper cone shell The quantity and the number of triangular module units are less than the number of soft trapezoidal formwork units and the number of triangular module units arranged at intervals in the outer formwork of the middle conical shell, and the number of soft trapezoidal formwork units arranged at intervals in the inner formwork of the middle conical shell The quantity and the number of triangular module units are less than the number of soft trapezoidal formwork units and the number of triangular module units arranged at intervals in the formwork of the lower conical shell, and the number of soft trapezoidal formwork units arranged at intervals in the formwork of the upper conical shell and the number of triangular module units is less than the number of soft trapezoidal formwork units and the number of triangular module units arranged at intervals in the inner formwork of the middle conical shell, and the outer formwork of the middle conical shell is provided with fixing hoops for the outer formwork of the middle conical shell. The outer formwork of the upper conical shell is provided with a fixing hoop for the outer formwork of the upper conical shell.
筒体的锥壳的坡度为50度。 The slope of the cone shell of the cylinder is 50 degrees.
本实用新型利用梯形和三角形模板单元拼装组合实现了大坡度锥壳模板分层搭设充分利用,降低了成本,现场拼装简单,模板重复利用率高,裁剪率低。 The utility model utilizes the combination of trapezoidal and triangular formwork units to realize the full utilization of the layered construction of the large-slope conical shell formwork, reduces the cost, is simple to assemble on site, has a high formwork reuse rate and a low cutting rate.
附图说明 Description of drawings
图1是本实用新型的结构示意图; Fig. 1 is a structural representation of the utility model;
图2是图1中A-A向剖视图。 Fig. 2 is a sectional view along line A-A in Fig. 1 .
具体实施方式 Detailed ways
下面结合附图对本实用新型进行详细说明:一种筒仓顶部大坡度锥壳模板体系,包括筒仓筒体1,在筒仓筒体1内设置有内模支撑体系9,在筒仓筒体1的顶端分别设置有下层锥壳外模板2和下层锥壳内模板8,下层锥壳外模板2是由软质梯形模板单元10与三角形模块单元11间隔拼装而成的,下层锥壳内模板8是由软质梯形模板单元10与三角形模块单元11间隔拼装而成的,在下层锥壳外模板2的外侧面上设置有下层锥壳外模板固定箍3,在下层锥壳内模板8上的软质梯形模板单元与下层锥壳外模板2上的软质梯形模板单元之间设置有梯形模块单元对拉螺栓12,在下层锥壳内模板8上的三角形模块单元与下层锥壳外模板2上的三角形模块单元之间设置有三角形模块单元对拉螺栓13,在中层锥壳外模板4中间隔设置的软质梯形模板单元10的数量和三角形模块单元11的数量少于在下层锥壳外模板2中间隔设置的软质梯形模板单元10的数量和三角形模块单元11的数量,在上层锥壳外模板6中间隔设置的软质梯形模板单元10的数量和三角形模块单元11的数量少于在中层锥壳外模板4中间隔设置的软质梯形模板单元10的数量和三角形模块单元11的数量,在中层锥壳内模板中间隔设置的软质梯形模板单元10的数量和三角形模块单元11的数量少于在下层锥壳内模板中间隔设置的软质梯形模板单元10的数量和三角形模块单元11的数量,在上层锥壳内模板6中间隔设置的软质梯形模板单元10的数量和三角形模块单元11的数量少于在中层锥壳内模板中间隔设置的软质梯形模板单元10的数量和三角形模块单元11的数量,在中层锥壳外模板4上设置有中层锥壳外模板固定箍5,在上层锥壳外模板6上设置有上层锥壳外模板固定箍7。 The utility model will be described in detail below in conjunction with the accompanying drawings: a large-slope cone shell formwork system at the top of a silo, including a silo shell 1, an internal mold support system 9 is arranged in the silo shell 1, and a The top of 1 is respectively provided with a lower conical shell outer formwork 2 and a lower conical shell inner formwork 8, the lower conical shell outer formwork 2 is assembled from a soft trapezoidal formwork unit 10 and a triangular module unit 11 at intervals, and the lower conical shell inner formwork 8 is assembled from soft trapezoidal formwork unit 10 and triangular module unit 11 at intervals, and a lower conical shell outer formwork fixing hoop 3 is arranged on the outer surface of the lower conical shell outer formwork 2, and on the lower conical shell inner formwork 8 The trapezoidal module unit pull bolt 12 is arranged between the soft trapezoidal formwork unit on the lower cone shell outer formwork 2, and the triangular module unit on the lower cone shell inner formwork 8 and the lower cone shell outer formwork The triangular module units on the top 2 are provided with pull bolts 13 between the triangular module units, and the number of soft trapezoidal formwork units 10 and the number of triangular module units 11 arranged at intervals in the outer formwork 4 of the middle conical shell are less than those in the lower conical shell The quantity of the soft trapezoidal formwork unit 10 and the quantity of the triangular module unit 11 arranged at intervals in the outer formwork 2, the quantity of the soft trapezoidal formwork unit 10 and the quantity of the triangular module unit 11 arranged at intervals in the outer formwork 6 of the upper cone shell are few Based on the quantity of the soft trapezoidal formwork unit 10 and the quantity of the triangular module unit 11 arranged at intervals in the outer formwork 4 of the middle layer cone shell, the quantity of the soft trapezoidal formwork unit 10 and the triangular module unit arranged at intervals in the formwork of the middle layer cone shell The quantity of 11 is less than the quantity of the soft trapezoidal formwork units 10 and the quantity of the triangular module units 11 arranged at intervals in the formwork of the lower conical shell, and the quantity of the soft trapezoidal formwork units 10 arranged at intervals in the formwork 6 of the upper conical shell and the quantity of the triangular module unit 11 is less than the quantity of the soft trapezoidal formwork unit 10 and the quantity of the triangular module unit 11 arranged at intervals in the formwork in the middle layer cone shell, the outer formwork of the middle layer cone shell is arranged on the formwork 4 of the middle layer cone shell The fixing hoop 5 is provided with the fixing hoop 7 of the upper cone outer formwork 6 on the upper cone outer formwork 6 .
筒体的锥壳的坡度为50度。在锥壳底板下每隔1000毫米设置斜支撑,与架体连成整体,保证锥壳施工的稳定性。 The slope of the cone shell of the cylinder is 50 degrees. Diagonal supports are set every 1000 mm under the bottom plate of the conical shell, which are integrated with the frame body to ensure the stability of the conical shell construction.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420807911.0U CN204402019U (en) | 2014-12-19 | 2014-12-19 | Silo top heavy grade conical shell template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420807911.0U CN204402019U (en) | 2014-12-19 | 2014-12-19 | Silo top heavy grade conical shell template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204402019U true CN204402019U (en) | 2015-06-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420807911.0U Expired - Lifetime CN204402019U (en) | 2014-12-19 | 2014-12-19 | Silo top heavy grade conical shell template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204402019U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590299A (en) * | 2018-05-16 | 2018-09-28 | 五冶集团上海有限公司 | Reinforced concrete silo centrum is without split bolt template system |
| CN112144861A (en) * | 2020-09-28 | 2020-12-29 | 国家电网有限公司 | A connection formwork, formwork structure and formwork method |
-
2014
- 2014-12-19 CN CN201420807911.0U patent/CN204402019U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590299A (en) * | 2018-05-16 | 2018-09-28 | 五冶集团上海有限公司 | Reinforced concrete silo centrum is without split bolt template system |
| CN112144861A (en) * | 2020-09-28 | 2020-12-29 | 国家电网有限公司 | A connection formwork, formwork structure and formwork method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20150617 |