CN202007562U - Powdery material storage warehouse - Google Patents
Powdery material storage warehouse Download PDFInfo
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- CN202007562U CN202007562U CN2011200048765U CN201120004876U CN202007562U CN 202007562 U CN202007562 U CN 202007562U CN 2011200048765 U CN2011200048765 U CN 2011200048765U CN 201120004876 U CN201120004876 U CN 201120004876U CN 202007562 U CN202007562 U CN 202007562U
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- wall
- material storage
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- granular material
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Abstract
A powdery material storage warehouse is characterized in that walls which are arranged on two sides of stone masonry and lower ring beams, connected with wall columns and have the height the same with the wall columns are formed by reinforced concrete shearing walls with thickness increased gradually from bottom to top and brick walls arranged on tops of the reinforced concrete shear walls. Upper ring beams are arranged on tops of the wall columns and the brick walls and welded with embedded parts, a grid mesh truss of roof of the storage warehouse is arranged on the tops of the upper ring beams and vertical columns, two spiral steel plate bin rolled plates which are split in the middle, are arched and are parallel to each other are arranged on the truss, each two single edges of the rolled plates are arranged on the upper ring beams and welded with the embedded parts, each two adjacent edges of the two spiral steel plate bin rolled plates are arranged on internal vertical columns, and through holes with covers are arranged on the two spiral steel plate rolled plates intermittently. The powdery material storage warehouse is low in manufacturing cost, has cost one third lower than that of an existing storage warehouse in the same scale, is high in storage capacity and is a large-scale warehouse capable of storing 90,000 tons of powdery materials. Further, the foundation of the powdery material storage warehouse, which is made of powdery ash, is quite firm; the earth bearing capacity of the foundation is over 15 tons/m2, and thereby the foundation is stable, labor-saving and earth-saving.
Description
Technical field the utility model relates to the storage vault in a kind of warehouse, particularly granular material.
Background technology granular material moisture-sensitive caking, so it stores higher than the unclassified stores requirement.At present, all be the big tank stores that is built into sealing with cement generally.Its weak point is: the cost height.
Utility model content the utility model purpose is to provide a kind of and can guarantees the granular material quality, and the low granular material storage vault of cost.
Storage vault of the present utility model mainly is made of ground, wall column, body of wall and top, storehouse.Wherein, establish stone in the zanjon of ground and build by laying bricks or stones, filling concrete mortar or wet fly-ash between this stone.Establish wet-discharged coal ash and compacting around the ground.Be preferably on the above-mentioned wet-discharged coal ash top and spread a layer of clay, become floating dust to prevent dried flyash.Build by laying bricks or stones at above-mentioned stone and to set collar tie beam.This stone build by laying bricks or stones and lower ring beam on establish wall column and body of wall.Wherein, being interrupted the wall column that is provided with is the steel concrete cylinder.Be provided with the straining beam that is fixed on the lower ring beam between this wall column, preferably the straining beam two ends are fixed with the end of some Zhi Laliang respectively, and the other end of these straining beams links to each other with the lower ring beam of wall column respectively, to prevent that material is full of back wall and outwards rises.And be located at that stone is built by laying bricks or stones and lower ring beam on both sides link to each other with wall column and with the contour body of wall of wall column by several sections thickness different and from the bottom to top thickness steel concrete from big to small shear that brick wall on wall and their tops forms.Establish collar tie beam at above-mentioned wall column and brick wall top, be welded with built-in fitting on this on the collar tie beam.In the space that above-mentioned body of wall surrounds, establish some discontinuously in addition and the contour inner column of body of wall.On last collar tie beam and inner column top, be provided with the square grid shape truss on top, storehouse, cut the sharp general storehouse roll bending that is two arches arranged side by side in the middle of on above-mentioned truss, establishing, two monolateral placing on the collar tie beam, welded together with built-in fitting, two adjacent limits of roll bending, the sharp general storehouse of two halves place on the inner column, preferably establish the angle bar that opening makes progress on the inner column top, the adjacent limit of roll bending, the sharp general storehouse of two halves is fixed thereon.It is coupled to be provided with the upper end discontinuously on the roll bending of the sharp general storehouse of above-mentioned two halves, and the suspension rod that the lower end links to each other with truss makes sharp general storehouse roll bending more firm.That is interrupted on the roll bending of the sharp general storehouse of above-mentioned two halves in addition is provided with through hole with a lid, by this hole, the granular material in the tank car is carried in the storehouse.
The utility model compared with prior art has following advantage:
1, cost is low, compares cost low 1/3 with the thesaurus cost of existing same scale.
2, reserves are big, can build floor space 7000m
2X 12m, the big storehouse that can deposit 90,000 tons of granular materials.
3, do ground, solid especially with the powdery ash, 15 tons/m of earth bearing strength
2More than, stable, save money, economize soil.
Description of drawings
Fig. 1 is that the utility model master looks the section simplified schematic diagram.
Fig. 2 is the utility model wall column cross section simplified schematic diagram.
Fig. 3 is the utility model wall section simplified schematic diagram.
Fig. 4 is the simplified schematic diagram of overlooking of the utility model straining beam.
Fig. 5 is roll bending junction, the sharp general storehouse of a utility model two halves section simplified schematic diagram.
The specific embodiment is in the schematic diagram of Fig. 1, Fig. 2 and granular material storage vault shown in Figure 3, and ground has 1.5 meters dark ditches approximately, in establish granite bar shaped stone and build 1 by laying bricks or stones, filling concrete mortar between this granite.Establish the wet-discharged coal ash 2 and the compacting of wide 0.5-1 rice, dark 7-8 rice around the ground.On above-mentioned wet-discharged coal ash top, spread a layer of clay 3.Build by laying bricks or stones at above-mentioned stone and to set collar tie beam 4.This stone build by laying bricks or stones and lower ring beam on establish a steel concrete wall column 5 every 7 meters, its size is 1200x600mm.Be provided with the shaped steel straining beam 6 that is fixed on the lower ring beam between this wall column, the straining beam two ends are fixed with the end of some Zhi Laliang 7 respectively, and the other end of these straining beams links to each other with the lower ring beam of wall column respectively, as shown in Figure 4.Be located at that stone is built by laying bricks or stones and lower ring beam on both sides link to each other with wall column and with the contour body of wall bottom of wall column be that the steel concrete that 400mm is thick, 3 meters high is sheared wall 8, shear at the thick steel concrete of above-mentioned 400mm and establish the steel concrete that 350mm is thick, 3 meters are high on the wall again and shear wall 9.Shear at the thick steel concrete of above-mentioned 350mm and to establish the steel concrete that 250mm is thick, 3 meters high on the wall again and shear wall 10.Shear on the wall top at the thick steel concrete of 250mm at last and establish thick, the 3 meters high brick walls 11 of a brick.Establish collar tie beam 12 at above-mentioned wall column and brick wall top, be welded with built-in fitting 13 on this on the collar tie beam.In the space that above-mentioned body of wall surrounds, establish the some inner columns 14 contour in addition discontinuously with body of wall.There is the square grid shape truss 15 that is located on collar tie beam and the inner column top on top, above-mentioned storehouse, cut the sharp general storehouse roll bending 16 that is two arches arranged side by side in the middle of on above-mentioned truss, establishing, two monolateral placing on the collar tie beam, welded together with built-in fitting, two adjacent limits of roll bending, the sharp general storehouse of two halves place on the inner column, and establish the angle bar 17 that opening makes progress on the inner column top, and the adjacent limit of roll bending, the sharp general storehouse of two halves is fixed thereon, and the rotten filler 18 of setting up defences between them, as shown in Figure 5.It is coupled to be provided with the upper end discontinuously on the roll bending of the sharp general storehouse of above-mentioned two halves, the suspension rod 19 that the lower end links to each other with truss.On the roll bending of the sharp general storehouse of above-mentioned two halves, be provided with through hole with a lid discontinuously in addition.
Claims (7)
1. granular material storage vault, establishing stone in the zanjon of its ground builds by laying bricks or stones, filling concrete mortar or wet fly-ash between this stone, build by laying bricks or stones at above-mentioned stone and to set collar tie beam, this stone build by laying bricks or stones and lower ring beam on establish wall column and body of wall, being interrupted the wall column that is provided with is the steel concrete cylinder, it is characterized in that: be located at that stone is built by laying bricks or stones and lower ring beam on both sides link to each other with wall column and with the contour body of wall of wall column be that the brick wall sheared on wall and their tops of thickness steel concrete is from big to small formed from the bottom to top, establish collar tie beam at above-mentioned wall column and brick wall top, should go up on the collar tie beam and be welded with built-in fitting, in the space that above-mentioned body of wall surrounds, establish the inner column contour in addition discontinuously with body of wall, on last collar tie beam and inner column top, be provided with the square grid shape truss on top, storehouse, cut the sharp general storehouse roll bending that is two arches arranged side by side in the middle of on above-mentioned truss, establishing, two monolateral placing on the collar tie beam, welded together with built-in fitting, two adjacent limits of roll bending, the sharp general storehouse of two halves place on the inner column, and that is interrupted on the roll bending of the sharp general storehouse of above-mentioned two halves in addition is provided with through hole with a lid.
2. granular material storage vault according to claim 1 is characterized in that: be provided with the straining beam that is fixed on the lower ring beam between the above-mentioned wall column.
3. granular material storage vault according to claim 2 is characterized in that: the straining beam two ends are fixed with the end of Zhi Laliang respectively, and the other end of these straining beams links to each other with the lower ring beam of wall column respectively.
4. granular material storage vault according to claim 1 and 2 is characterized in that: establish the angle bar that opening makes progress on the inner column top, the adjacent limit of roll bending, the sharp general storehouse of two halves is fixed thereon.
5. granular material storage vault according to claim 4 is characterized in that: it is coupled to be provided with the upper end discontinuously on the roll bending of the sharp general storehouse of above-mentioned two halves, the suspension rod that the lower end links to each other with truss.
6. granular material storage vault according to claim 1 is characterized in that: establish wet-discharged coal ash and compacting around the ground.
7. granular material storage vault according to claim 6 is characterized in that: spread a layer of clay on above-mentioned wet-discharged coal ash top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200048765U CN202007562U (en) | 2011-01-04 | 2011-01-04 | Powdery material storage warehouse |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200048765U CN202007562U (en) | 2011-01-04 | 2011-01-04 | Powdery material storage warehouse |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202007562U true CN202007562U (en) | 2011-10-12 |
Family
ID=44749218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200048765U Expired - Lifetime CN202007562U (en) | 2011-01-04 | 2011-01-04 | Powdery material storage warehouse |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202007562U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102102456A (en) * | 2011-01-04 | 2011-06-22 | 大连恒翔粉煤灰综合利用有限公司 | Powdery material repository |
| CN106013229A (en) * | 2016-06-24 | 2016-10-12 | 长安大学 | Free standing brick setting aseismatic cave dwelling and construction method thereof |
-
2011
- 2011-01-04 CN CN2011200048765U patent/CN202007562U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102102456A (en) * | 2011-01-04 | 2011-06-22 | 大连恒翔粉煤灰综合利用有限公司 | Powdery material repository |
| CN102102456B (en) * | 2011-01-04 | 2012-09-19 | 大连恒翔粉煤灰综合利用有限公司 | Powdery material repository |
| CN106013229A (en) * | 2016-06-24 | 2016-10-12 | 长安大学 | Free standing brick setting aseismatic cave dwelling and construction method thereof |
| CN106013229B (en) * | 2016-06-24 | 2018-06-01 | 长安大学 | A kind of method of construction of stand alone type brick setting antidetonation cave dwelling |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20111012 Effective date of abandoning: 20130227 |
|
| RGAV | Abandon patent right to avoid regrant |