CN215632037U - Super large span eccentric support grid structure coal shed - Google Patents
Super large span eccentric support grid structure coal shed Download PDFInfo
- Publication number
- CN215632037U CN215632037U CN202121904109.XU CN202121904109U CN215632037U CN 215632037 U CN215632037 U CN 215632037U CN 202121904109 U CN202121904109 U CN 202121904109U CN 215632037 U CN215632037 U CN 215632037U
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- Prior art keywords
- protective layer
- reinforcing
- grid structure
- large span
- layer
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- 239000003245 coal Substances 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 34
- 239000011241 protective layer Substances 0.000 claims abstract description 28
- 239000010410 layer Substances 0.000 claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 239000011150 reinforced concrete Substances 0.000 claims description 18
- 230000006978 adaptation Effects 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 7
- 230000002349 favourable effect Effects 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model discloses a super-large span eccentric support grid structure coal shed which comprises a device body, wherein a first protective layer is arranged on the inner surface of the device body, a reinforcing layer is arranged on the inner surface of the first protective layer, reinforcing ribs are arranged inside the reinforcing layer, buffer blocks are arranged at two ends of each reinforcing rib, a second protective layer is arranged on the inner surface of each reinforcing layer, first fixing blocks are arranged at two ends of the inner surface of the second protective layer, and a second fixing block is arranged in the center of the inner part of the second protective layer. According to the utility model, the first protective layer, the second protective layer, the reinforcing ribs and the steel mesh frame are arranged, so that the effect of lightening the reinforcing support frame can be achieved while the stability of the whole structure of the supporting mesh frame is enhanced, the condition that the steel amount is large and the cost is high due to the fact that the supporting mesh frame structure is too heavy is avoided, and the stability of the supporting mesh frame structure is improved and the cost consumption is reduced.
Description
Technical Field
The utility model relates to the technical field of coal sheds, in particular to a super-large span eccentric support grid structure coal shed.
Background
Coal is the main energy source in China, and is produced and consumed by about 20 hundred million tons each year. The storage is generally required to be piled up in the collection, turnover and utilization processes, and the open-air piling and the dry coal shed construction are mainly adopted for piling at present.
The existing supporting grid structure needs three layers at least, the local part reaches four layers, the steel consumption is large, the cost is high, the steel grid is heavy, the potential safety hazard is also existed, the unstable structure condition easily appears in the number of layers of the steel grid, the difficult installation condition easily appears during installation, and the safety of the worker in the work can not be guaranteed when the workload is increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a coal shed with an ultra-large span eccentric supporting grid structure, which aims to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: the coal shed with the ultra-large span eccentric supporting grid structure comprises a device body, wherein a first protective layer is installed on the inner surface of the device body, a reinforcing layer is installed on the inner surface of the first protective layer, reinforcing ribs are installed inside the reinforcing layer, buffer blocks are installed at the two ends of the reinforcing ribs, a second protective layer is installed on the inner surface of the reinforcing layer, first fixed blocks are installed at the two ends of the inner surface of the second protective layer, a second fixed block is installed at the center inside the second protective layer, heat insulation layers are installed between the first fixed block and the second fixed block, steel net racks are installed at the bottoms of the two ends of the device body, fixed blocks are installed at the bottom of the steel net racks, a limiting device is installed inside the fixed blocks, a limiting spring is installed inside the limiting device, and a limiting block is installed at one end of the limiting spring, reinforced concrete column is installed to stop device's bottom, the spud is installed to the bottom of reinforced concrete column, the internally mounted of steel rack has the reinforcing bar.
Preferably, the number of the buffer blocks is multiple, and the buffer blocks are equal in size and are equidistantly distributed in the reinforcing layer.
Preferably, the inside of fixed block is provided with the recess, stop device's size and the inside size looks adaptation that sets up the recess of fixed block.
Preferably, the two ends of the groove arranged in the fixed block are both provided with a limiting groove, and the size of the limiting block is matched with the size of the groove arranged in the fixed block, wherein the two ends of the groove are provided with the limiting grooves.
Preferably, the number of the reinforced concrete columns is multiple, and the plurality of reinforced concrete columns are equal in size and are distributed at the bottom of the device body at equal intervals.
Preferably, the shape of reinforcing bar is triangle-shaped and a plurality of, a plurality of reinforcing bar equidistance distribution is in the inside of steel space frame.
Compared with the prior art, the utility model has the beneficial effects that:
1. this eccentric spatial grid structure coal canopy that supports of super large span has set up first protective layer, second protective layer, enhancement layer, strengthening rib and steel mesh frame, can play the effect that alleviates the enhancement support frame when supporting rack overall structure stability to strengthening, avoids supporting the more condition of the great cost of the too much overweight steel volume that causes of spatial grid structure, is favorable to improving the stability of supporting spatial grid structure and the consumption that reduces the cost.
2. This eccentric network structure coal canopy that supports of super large span has set up reinforced concrete column, stop device, spacing spring, stopper and fixed block, also is convenient for change and install when can improve stability to the steel mesh frame, avoids causing the unstable condition because the number of piles that reduces the steel mesh frame, is favorable to improving the security of staff at the device body bottom during operation.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view showing the connection relationship between the steel net rack, the fixing block and the reinforced concrete column according to the present invention;
FIG. 3 is an enlarged view of the internal structure of the part A in FIG. 1.
In the figure: 1. a device body; 2. a first protective layer; 3. a reinforcing layer; 4. reinforcing ribs; 5. a buffer block; 6. a second protective layer; 7. a first fixed block; 8. a second fixed block; 9. a thermal insulation layer; 10. a steel net frame; 11. a fixed block; 12. a limiting device; 13. a limiting spring; 14. a limiting block; 15. a reinforced concrete column; 16. positioning the pile; 17. and (5) reinforcing steel bars.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, an embodiment of the present invention is shown: a coal shed with an ultra-large span eccentric supporting grid structure comprises a device body 1, wherein a first protective layer 2 is arranged on the inner surface of the device body 1, a reinforcing layer 3 is arranged on the inner surface of the first protective layer 2, reinforcing ribs 4 are arranged inside the reinforcing layer 3, buffer blocks 5 are arranged at two ends of each reinforcing rib 4, a second protective layer 6 is arranged on the inner surface of each reinforcing layer 3, first fixing blocks 7 are arranged at two ends of the inner surface of each second protective layer 6, a second fixing block 8 is arranged at the center inside the second protective layer 6, a heat insulation layer 9 is arranged between each first fixing block 7 and each second fixing block 8, steel grid frames 10 are arranged at the bottoms of two ends of the device body 1, a fixing block 11 is arranged at the bottom of each steel grid 10, a limiting device 12 is arranged inside the fixing block 11, a limiting spring 13 is arranged inside the limiting device 12, and a limiting block 14 is arranged at one end of the limiting spring 13, a reinforced concrete column 15 is installed at the bottom of the limiting device 12, a positioning pile 16 is installed at the bottom of the reinforced concrete column 15, and a steel bar 17 is installed inside the steel net rack 10.
In this implementation, the quantity of buffer block 5 is a plurality of, and the size of a plurality of buffer blocks 5 equals and the equidistance distributes in the inside of enhancement layer 3, and being provided with of a plurality of buffer blocks 5 does benefit to and carries out cushioning effect to the vibrations that device body 1 bore.
In this implementation, the inside of fixed block 11 is provided with the recess, and stop device 12's size and the inside size looks adaptation that sets up the recess of fixed block 11 are provided with of recess and are favorable to carrying out the fixed action to stop device 12.
In this implementation, the limiting grooves have been all seted up at the inside both ends that set up the recess of fixed block 11, and the size of stopper 14 and the inside size looks adaptation that sets up the limiting grooves at the recess both ends that set up of fixed block 11, and the setting that the limiting groove was seted up at the recess both ends can carry out the fixed action to stopper 14.
In this implementation, reinforced concrete column 15's quantity is a plurality of, and a plurality of reinforced concrete columns 15's size equals and the equidistance distributes in device body 1 bottom, and the setting of a plurality of reinforced concrete columns 15 can carry out the fixed action to device body 1.
In this implementation, the shape of reinforcing bar 17 is triangle-shaped and quantity is a plurality ofly, and a plurality of reinforcing bars 17 equidistance distribute in the inside of steel space frame 10, and the setting of a plurality of reinforcing bars 17 can carry out the stable effect to steel space frame 10 and device body 1.
The working principle is as follows: utilize first protective layer 2 and second protective layer 6 to play the protective effect to device body 1, utilize the buffer block 5 that the enhancement layer 3 inside set up to carry out the cushioning effect to device body 1 simultaneously, avoid causing the condition of device body 1 vibrations because of powerful strong wind etc., be favorable to improving the stability of device body 1, utilize strengthening rib 4 that the enhancement layer 3 inside set up to play the effect of strengthening and consolidating to device body 1 whole afterwards, the effect of insulating layer 9 plays the heat that isolated device body 1 received, the comfort level of the internal space of keeping device body 1, reinforced concrete column 15 utilizes stopper 14 to enter into the inside of stop device 12 now after extrudeing spacing spring 13, place in the inside of fixed block 11 afterwards, after spacing spring 13 rebounds stopper 14 later and enters into the inside of fixed block 11, after connecting reinforced concrete column 15 and fixed block 11 afterwards, the device body 1 is stabilized, and the safety and stability of the device body 1 are improved.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or scope of the present invention. Accordingly, the embodiments of the utility model are exemplary, but not limiting. The scope of the utility model is indicated by the appended claims rather than by the foregoing description, and all changes that come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are only for convenience in describing and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the utility model. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, e.g., as being fixed or detachable or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Claims (6)
1. The utility model provides an eccentric support spatial grid structure coal canopy of super large span, includes device body (1), its characterized in that: the device is characterized in that a first protective layer (2) is installed on the inner surface of the device body (1), a reinforcing layer (3) is installed on the inner surface of the first protective layer (2), reinforcing ribs (4) are installed inside the reinforcing layer (3), buffer blocks (5) are installed at the two ends of the reinforcing ribs (4), a second protective layer (6) is installed on the inner surface of the reinforcing layer (3), first fixed blocks (7) are installed at the two ends of the inner surface of the second protective layer (6), second fixed blocks (8) are installed at the center inside of the second protective layer (6), a heat insulation layer (9) is installed between the first fixed blocks (7) and the second fixed blocks (8), a steel net rack (10) is installed at the bottoms of the two ends of the device body (1), a fixed block (11) is installed at the bottom of the steel net rack (10), and a limiting device (12) is installed inside the fixed block (11), the utility model discloses a steel net rack, including stop device (12), the internally mounted of stop device (12) has spacing spring (13), stopper (14) are installed to the one end of spacing spring (13), reinforced concrete column (15) are installed to the bottom of stop device (12), guide pile (16) are installed to the bottom of reinforced concrete column (15), the internally mounted of steel net rack (10) has reinforcing bar (17).
2. The ultra-large span eccentric support grid structure coal shed according to claim 1, characterized in that: the number of buffer blocks (5) is a plurality of, and a plurality of the size of buffer blocks (5) is equal and the equidistance distributes in the inside of enhancement layer (3).
3. The ultra-large span eccentric support grid structure coal shed according to claim 1, characterized in that: the inside of fixed block (11) is provided with the recess, the size of stop device (12) and the inside size looks adaptation that sets up the recess of fixed block (11).
4. The ultra-large span eccentric support grid structure coal shed according to claim 3, characterized in that: limiting grooves are formed in the two ends of the groove formed in the fixing block (11), and the size of the limiting block (14) is matched with the size of the groove formed in the fixing block (11), wherein the two ends of the groove are provided with the limiting grooves.
5. The ultra-large span eccentric support grid structure coal shed according to claim 1, characterized in that: the quantity of reinforced concrete post (15) is a plurality of, and is a plurality of the size of reinforced concrete post (15) is equal and the equidistance distributes in device body (1) bottom.
6. The ultra-large span eccentric support grid structure coal shed according to claim 1, characterized in that: the shape of reinforcing bar (17) is triangle-shaped and quantity is a plurality of, and is a plurality of reinforcing bar (17) equidistance distributes in the inside of steel rack (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121904109.XU CN215632037U (en) | 2021-08-13 | 2021-08-13 | Super large span eccentric support grid structure coal shed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121904109.XU CN215632037U (en) | 2021-08-13 | 2021-08-13 | Super large span eccentric support grid structure coal shed |
Publications (1)
Publication Number | Publication Date |
---|---|
CN215632037U true CN215632037U (en) | 2022-01-25 |
Family
ID=79897971
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202121904109.XU Expired - Fee Related CN215632037U (en) | 2021-08-13 | 2021-08-13 | Super large span eccentric support grid structure coal shed |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN215632037U (en) |
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2021
- 2021-08-13 CN CN202121904109.XU patent/CN215632037U/en not_active Expired - Fee Related
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
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: 20220125 |