CN201738569U - Placing die for coal tower hopper wall - Google Patents
Placing die for coal tower hopper wall Download PDFInfo
- Publication number
- CN201738569U CN201738569U CN2010202975183U CN201020297518U CN201738569U CN 201738569 U CN201738569 U CN 201738569U CN 2010202975183 U CN2010202975183 U CN 2010202975183U CN 201020297518 U CN201020297518 U CN 201020297518U CN 201738569 U CN201738569 U CN 201738569U
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- China
- Prior art keywords
- hyperbola
- scaffold tube
- coal tower
- wall
- molding plate
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Abstract
The utility model relates to a placing die for coal tower hopper walls, which comprises a hyperbolic outer steel molding plate, an inner steel molding plate and scaffold pipes; the scaffold pipes consist of a transverse scaffold pipe and a longitudinal scaffold pipe; the external wall of the inner steel molding plate is uniformly fastened with the transverse scaffold pipe and the longitudinal scaffold pipe; the external wall of the hyperbolic outer steel molding plate is uniformly fastened with the transverse scaffold pipe and uniformly fastened with longitudinal reinforcing steel bars sharing the same longitudinal radian as the external wall of the steel molding plate. Simple in structure, properly designed, easy to manufacture, convenient to detach, and low cost to produce, the placing die of the utility model can effectively guarantee the curvature of a coal tower hopper wall and thereby, making the placing die a safe and reliable one.
Description
Technical field
The utility model relates to mould applications, and especially a kind of coal tower hopper walls is built mould.
Background technology
The coal tower is generally by spout of funnel at the bottom of long-span beams, the storehouse, perpendicular wall, hyperbola hopper walls, coal bunker top board are formed all around.Wherein the hyperbola hopper walls is the construction Difficulties of this coal tower, if do not guarantee the hyp curvature of coal tower hopper walls, not only influence the installation of next step equipment, more can have a strong impact on the result of use after the operation, the hyperbola hopper walls is built and is adopted mould to be made of steel form, horizontal scaffold tube and vertical scaffold tube in the prior art, because scaffold tube is a straight tube, when setting up steel form, be difficult to guarantee the hyp curvature of hyperbola hopper walls outer wall, and easily produce the mould phenomenon that rises when building concrete, and labour intensity height, construction speed are slow.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of coal tower hopper walls to build mould, this mould structure is simple, design science rationally, make easily, easy accessibility, cost be lower, can effectively ensure the curvature of coal tower hopper walls.
The utility model solves its technical problem and is achieved through the following technical solutions:
A kind of coal tower hopper walls is built mould, comprise hyperbola outer steel mould plate, interior steel form and scaffold tube, scaffold tube is made of horizontal scaffold tube and vertical scaffold tube, uniform horizontal scaffold tube and the vertical scaffold tube of installing of interior steel form outer wall, the outer wall of hyperbola outer steel mould plate is uniform to install horizontal scaffold tube, and it is uniform installing and the identical longitudinal reinforcement of the vertical radian of steel form outer wall on hyperbola outer steel mould plate outer wall.
And described hyperbola outer steel mould plate and interior steel form are spliced by short steel form.
And, be shaped on pouring hole on the described hyperbola outer steel mould plate.
Advantage of the present invention and beneficial effect are:
1, this coal tower hopper walls is built mould uniform installing and the identical longitudinal reinforcement of the vertical radian of steel form outer wall on hyperbola outer steel mould plate outer wall, curvature when this longitudinal reinforcement radian can effectively ensure hyperbola outer steel mould slab supporting, the mould phenomenon that rises when effectively preventing to build concrete, reduce construction labour intensity, improved speed of application.
2, the utility model is simple in structure, design science is reasonable, making is easy, easy accessibility, cost are lower, can effectively ensure the curvature of coal tower hopper walls, is that a kind of safe and reliable coal tower hopper walls is built mould.
Description of drawings
Fig. 1 is the utility model front view;
Fig. 2 is that the A-A of Fig. 1 is to sectional view.
The specific embodiment
The utility model is described in further detail below by specific embodiment, and following examples are descriptive, is not determinate, can not limit protection domain of the present utility model with this.
A kind of coal tower hopper walls is built mould, comprise hyperbola outer steel mould plate 5, interior steel form 7 and scaffold tube, hyperbola outer steel mould plate and interior steel form are spliced by short steel form 1, be shaped on pouring hole 4 on the hyperbola outer steel mould plate, hyperbola outer steel mould plate is connected with the perpendicular wall of coal tower with two ends between the interior steel form, concrete 6 enters into by hyperbola outer steel mould plate from plug hole, in the space that the perpendicular wall of interior steel form and coal tower is formed, scaffold tube is made of horizontal scaffold tube 3 and vertical scaffold tube 8, laterally pass through the scaffold snap fit between scaffold tube and the vertical scaffold tube, interior steel form outer wall all installs horizontal scaffold tube and vertical scaffold tube, the outer wall of hyperbola outer steel mould plate is uniform to install horizontal scaffold tube, can socket with Φ 12 split bolts between hyperbola outer steel mould plate and the interior steel form and get final product, thereby control the physical dimension of whole hyperbola hopper walls, the vertical spacing 400mm of split bolt, horizontal spacing 500mm is provided with; It is uniform on hyperbola outer steel mould plate outer wall to install the longitudinal reinforcement 2 identical with the vertical radian of steel form outer wall, install by the iron wire colligation between longitudinal reinforcement and the horizontal scaffold tube, longitudinal reinforcement is in the transversely 500mm setting one at interval of hyperbola outer steel mould plate, and laterally scaffold tube is provided with one along hyperbola outer steel mould plate vertical direction interval 400mm.
Claims (3)
1. a coal tower hopper walls is built mould, comprise hyperbola outer steel mould plate, interior steel form and scaffold tube, scaffold tube is made of horizontal scaffold tube and vertical scaffold tube, uniform horizontal scaffold tube and the vertical scaffold tube of installing of interior steel form outer wall, the outer wall of hyperbola outer steel mould plate is uniform to install horizontal scaffold tube, it is characterized in that: uniform installing and the identical longitudinal reinforcement of the vertical radian of steel form outer wall on hyperbola outer steel mould plate outer wall.
2. coal tower hopper walls according to claim 1 is built mould, it is characterized in that: described hyperbola outer steel mould plate and interior steel form are spliced by short steel form.
3. coal tower hopper walls according to claim 1 is built mould, it is characterized in that: be shaped on pouring hole on the described hyperbola outer steel mould plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202975183U CN201738569U (en) | 2010-08-19 | 2010-08-19 | Placing die for coal tower hopper wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202975183U CN201738569U (en) | 2010-08-19 | 2010-08-19 | Placing die for coal tower hopper wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201738569U true CN201738569U (en) | 2011-02-09 |
Family
ID=43553847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202975183U Expired - Lifetime CN201738569U (en) | 2010-08-19 | 2010-08-19 | Placing die for coal tower hopper wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201738569U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541543A (en) * | 2013-11-06 | 2014-01-29 | 兰州市政建设集团有限责任公司 | Resin lining steel molding plate for undevelopable cone curve face structure and manufacturing method thereof |
| CN104695702A (en) * | 2015-04-03 | 2015-06-10 | 中国五冶集团有限公司 | Hyperbolic hopper template and support method thereof of coal storage bunker |
| CN106639305A (en) * | 2016-09-27 | 2017-05-10 | 中国冶集团有限公司 | Constructional column steel template capable of being lifted in slipping mode and construction method thereof |
| CN107939038A (en) * | 2017-12-04 | 2018-04-20 | 五冶集团上海有限公司 | The construction method of the bucket-shaped polymorphic structure form bracing system in space |
-
2010
- 2010-08-19 CN CN2010202975183U patent/CN201738569U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541543A (en) * | 2013-11-06 | 2014-01-29 | 兰州市政建设集团有限责任公司 | Resin lining steel molding plate for undevelopable cone curve face structure and manufacturing method thereof |
| CN103541543B (en) * | 2013-11-06 | 2016-01-20 | 兰州市政建设集团有限责任公司 | Cone curvilinear plane structure resin interlining steel form and preparation method thereof can not be opened up |
| CN104695702A (en) * | 2015-04-03 | 2015-06-10 | 中国五冶集团有限公司 | Hyperbolic hopper template and support method thereof of coal storage bunker |
| CN106639305A (en) * | 2016-09-27 | 2017-05-10 | 中国冶集团有限公司 | Constructional column steel template capable of being lifted in slipping mode and construction method thereof |
| CN106639305B (en) * | 2016-09-27 | 2020-01-24 | 中国一冶集团有限公司 | Slidable lifting type constructional column steel formwork and construction method thereof |
| CN107939038A (en) * | 2017-12-04 | 2018-04-20 | 五冶集团上海有限公司 | The construction method of the bucket-shaped polymorphic structure form bracing system in space |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110209 |