CN205135063U - Wide -angle silo funnel individual layer die block construction structures - Google Patents
Wide -angle silo funnel individual layer die block construction structures Download PDFInfo
- Publication number
- CN205135063U CN205135063U CN201520864272.6U CN201520864272U CN205135063U CN 205135063 U CN205135063 U CN 205135063U CN 201520864272 U CN201520864272 U CN 201520864272U CN 205135063 U CN205135063 U CN 205135063U
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- China
- Prior art keywords
- individual layer
- angle
- wide
- bed die
- silo
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- Expired - Fee Related
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- 238000010276 construction Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000010410 layer Substances 0.000 description 18
- 239000002344 surface layer Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 2
- 239000003245 coal Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a wide -angle silo funnel individual layer die block construction structures, including last ring beam, lower ring beam, inclined plane board section and cang ding, cang ding department is equipped with construction platform and steel funnel built -in fitting, construction platform lies in the full hall support body of cang ding, it is provided with the slipform platform to go up ring beam department, inclined plane board duan zhishe individual layer die block. The utility model adopts the above structure wide -angle silo funnel individual layer die block construction structures, can guarantee that reduce project cost shortens construction period under construction quality's the prerequisite.
Description
Technical field
The utility model relates to a kind of constructing structure, especially relates to a kind of wide-angle silo funnel individual layer bed die constructing structure.
Background technology
Construction of funnel is the key link of silo construction.Traditional construction structure is two formwork construction structures, wide-angle silo funnel formwork routine adopts the end, face double template, surface layer wears Screw arbor with nut at both-ends ruggedized construction, this kind of structure is consuming time, consumption thing, and funnel surface layer rebar spacing is less, thickness of slab is comparatively large, and vibration staying is smash mouth and built not directly perceived, not easily vibrate, certain hidden danger is existed to pouring quality.
Utility model content
The purpose of this utility model is to provide a kind of wide-angle silo funnel individual layer bed die constructing structure, under the prerequisite ensureing construction quality, can reduce construction costs, shorten the construction period.
For achieving the above object, the utility model provides a kind of wide-angle silo funnel individual layer bed die constructing structure, comprise ring beam, lower ring, skewback section and Cang Ding, described Cang Ding place is provided with operation platform and steel funnel built-in fitting, described operation platform is positioned on the full hall support body of Cang Ding, described upper ring beam place is provided with slip form platform, and described skewback section installs individual layer bed die.
Preferably, described skewback section construction upper surface does whole ring to space enclosing structure by vertical steel pipe, circumferential reinforcement and Dense mesh screen.
Preferably, with the radial steel bar end be embedded with for absolute altitude in the surfacing steel bar of described skewback section, described steel bar end and described surfacing steel bar are welded to connect.
Therefore, the utility model adopts the wide-angle silo funnel individual layer bed die constructing structure of said structure, under the prerequisite ensureing construction quality, can reduce construction costs, shorten the construction period.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model wide-angle silo funnel individual layer bed die constructing structure embodiment;
Fig. 2 is the constructing structure schematic diagram of skewback section in the utility model wide-angle silo funnel individual layer bed die constructing structure embodiment;
Fig. 3 is steel bar end distribution schematic diagram pre-buried in the utility model wide-angle silo funnel individual layer bed die constructing structure embodiment.
Detailed description of the invention
Embodiment
Fig. 1 is the structural representation of the utility model wide-angle silo funnel individual layer bed die constructing structure embodiment, Fig. 2 is the constructing structure schematic diagram of skewback section in the utility model wide-angle silo funnel individual layer bed die constructing structure embodiment, as depicted in figs. 1 and 2, comprise ring beam 1, lower ring 2, skewback section 3 and top, storehouse 4, storehouse is pushed up 4 places and is provided with operation platform 5 and steel funnel built-in fitting 6, operation platform 5 is positioned on the full hall support body of Cang Ding, upper ring beam 1 place is provided with slip form platform 7, skewback section 3 installs individual layer bed die, skewback section 3 upper surface of constructing passes through vertical steel pipe, circumferential reinforcement and Dense mesh screen do whole ring to space enclosing structure, for increasing the bulk strength of structure.Skewback section 3 place's concreting in lifts, last layer concrete is built complete before next layer concrete initial set.Concrete can select design grade to be C40 type, utilize the feature that C40 type concrete viscosity is high, gain in strength is fast, the weight of top young concrete can be held in bottom, inclined-plane concreting adhesion stress, realize successively from coil to coil uninterruptedly upwards to build, finally be poured into top, thus complete the work progress of individual layer bed die.
The present embodiment adopts individual layer bed die, first saves surface layer template, the lumps of wood, steel pipe, to materials such as pull bars, saves artificial, accelerate the construction period; Secondly the present embodiment is built comparatively directly perceived, is conducive to concrete and fully vibrates, ensure construction quality; Again, the present embodiment need not be taked to add mesh sheet etc. and prevent concrete downslide measure, and constructing operation is simple.This constructing structure is applicable to the silo conical hopper such as silo, coal bunker that angle is not more than 45 °, avoids executing period pouring construction in the winter as far as possible.
With the radial steel bar end 8 be embedded with for absolute altitude in the surfacing steel bar of skewback section 3, Fig. 3 is steel bar end distribution schematic diagram pre-buried in the utility model wide-angle silo funnel individual layer bed die constructing structure embodiment, as shown in Figure 3, described steel bar end and described surfacing steel bar are welded to connect, the present embodiment by marking on the steel bar end that surface layer is pre-buried, as surface layer absolute altitude control point, the planeness of thickness of slab and surface layer during receipts face, effectively can be controlled by control point hanging wire.
Therefore, the present embodiment adopts the wide-angle silo funnel individual layer bed die constructing structure of said structure, under the prerequisite ensureing construction quality, can reduce construction costs, shorten the construction period.
It is last it is noted that above embodiment is only in order to illustrate the technical solution of the utility model but not to be limited, although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical solution of the utility model or equivalent replacement, and these are revised or be equal to the spirit and scope that replacement also can not make amended technical scheme disengaging technical solutions of the utility model.
Claims (3)
1. a wide-angle silo funnel individual layer bed die constructing structure, comprise ring beam, lower ring, skewback section and Cang Ding, it is characterized in that: described Cang Ding place is provided with operation platform and steel funnel built-in fitting, described operation platform is positioned on the full hall support body of Cang Ding, described upper ring beam place is provided with slip form platform, and described skewback section installs individual layer bed die.
2. wide-angle silo funnel individual layer bed die constructing structure according to claim 1, is characterized in that: described skewback section construction upper surface does whole ring to space enclosing structure by vertical steel pipe, circumferential reinforcement and Dense mesh screen.
3. wide-angle silo funnel individual layer bed die constructing structure according to claim 2, it is characterized in that: with the radial steel bar end be embedded with for absolute altitude in the surfacing steel bar of described skewback section, described steel bar end and described surfacing steel bar are welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520864272.6U CN205135063U (en) | 2015-11-02 | 2015-11-02 | Wide -angle silo funnel individual layer die block construction structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520864272.6U CN205135063U (en) | 2015-11-02 | 2015-11-02 | Wide -angle silo funnel individual layer die block construction structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205135063U true CN205135063U (en) | 2016-04-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520864272.6U Expired - Fee Related CN205135063U (en) | 2015-11-02 | 2015-11-02 | Wide -angle silo funnel individual layer die block construction structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205135063U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270897A (en) * | 2020-01-20 | 2020-06-12 | 马鞍山钢铁建设集团有限公司 | Large ore coke tank and bin construction method in ore coke tank |
-
2015
- 2015-11-02 CN CN201520864272.6U patent/CN205135063U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270897A (en) * | 2020-01-20 | 2020-06-12 | 马鞍山钢铁建设集团有限公司 | Large ore coke tank and bin construction method in ore coke tank |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160513 Address after: 300457 Tianjin City Binhai New Area Airport Business Park East Building 9, 5 floor Patentee after: CHINA RAILWAY 18TH BUREAU GROUP CONSTRUCTION AND INSTALLATION ENGINEERING CO.,LTD. Patentee after: CHINA RAILWAY 18 BUREAU GROUP Co.,Ltd. Address before: 300457 Tianjin City Binhai New Area Airport Business Park East Building 9, 5 floor Patentee before: CHINA RAILWAY 18TH BUREAU GROUP CONSTRUCTION AND INSTALLATION ENGINEERING CO.,LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160406 |