CN211816889U - Shockproof buffer steel casting for constructional engineering - Google Patents
Shockproof buffer steel casting for constructional engineering Download PDFInfo
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- CN211816889U CN211816889U CN201922065370.4U CN201922065370U CN211816889U CN 211816889 U CN211816889 U CN 211816889U CN 201922065370 U CN201922065370 U CN 201922065370U CN 211816889 U CN211816889 U CN 211816889U
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- steel casting
- roof
- bottom plate
- constructional engineering
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Abstract
The utility model discloses a building engineering takes precautions against earthquakes buffering steel casting, including first steel casting, shock attenuation buffer structure, second steel casting and additional strengthening, the top of first steel casting is provided with the roof, and the bottom of roof is provided with shock attenuation buffer structure, the connecting rod is installed to the both sides of roof bottom, and the bottom of connecting rod installs the bottom plate, the abrasionproof layer is all installed on the bottom of bottom plate and the top of roof. The utility model discloses an install first blotter in the bottom of roof, the second blotter is installed on the top of bottom plate, and two blotters all are elastic material and make, have elasticity, connect through damping spring between two spring pads, and damping spring has elasticity, and when the steel casting received the striking or assaulted, spring and blotter can reduce the impact force that the steel casting received, prevent that the steel casting from damaging to this reaches the purpose that the steel casting can the shock attenuation buffering.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is building engineering buffering steel casting that takes precautions against earthquakes.
Background
The steel casting is steel working at high temperature, the development of the steel casting is closely related to the technical progress of various industrial departments such as a power station, a boiler, a gas turbine, an internal combustion engine, an aero-engine and the like, and the steel casting is widely applied to industries such as metallurgy, machinery, building materials, light industry and the like, but the existing shockproof buffer steel casting in the building engineering has a plurality of problems or defects:
firstly, the traditional steel casting cannot absorb shock and buffer, the steel casting in the building engineering can be collided, and the steel casting needs to be protected by the shock absorption and buffer;
secondly, the strength of the traditional steel casting is not enough, and the steel casting can be damaged, so that the work of the steel casting is influenced;
thirdly, the traditional steel castings can not be connected with each other and disassembled, so that the assembly is troublesome and difficult to disassemble.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building engineering buffering steel casting that takes precautions against earthquakes to the steel casting that proposes can not the shock attenuation buffering in solving above-mentioned background art, intensity not enough and can not interconnect's problem.
In order to achieve the above object, the utility model provides a following technical scheme: building engineering takes precautions against earthquakes buffering steel casting, including first steel casting, shock attenuation buffer structure, second steel casting and additional strengthening, the top of first steel casting is provided with the roof, and the bottom of roof is provided with shock attenuation buffer structure, the connecting rod is installed to the both sides of roof bottom, and the bottom of connecting rod installs the bottom plate, the abrasionproof layer is all installed on the bottom of bottom plate and the top of roof, the bottom of bottom plate and the top of roof all are provided with the nut, the threaded rod is installed to the bottom of nut, one side of first steel casting is provided with the second steel casting, the inside of roof and bottom plate all is provided with additional strengthening.
Preferably, both sides and both ends of first steel casting all are provided with the draw-in groove, and both sides and both ends of second steel casting all are provided with the fixture block, and first steel casting and second steel casting constitute the block structure.
Preferably, the inside of shock attenuation buffer structure has set gradually first blotter, damping spring and second blotter, and damping spring is installed to the bottom of first blotter, and the second blotter is installed to damping spring's bottom.
Preferably, the outer side wall of the threaded rod is uniformly provided with external threads, the inner side wall of the fixture block is uniformly provided with internal threads matched with the external threads, and the threaded rod is in threaded connection with the fixture block.
Preferably, the inside of additional strengthening has set gradually first enhancement layer, has strengthened chamber, second enhancement layer and strengthening rib, and the bottom of first enhancement layer is provided with strengthens the chamber, and the bottom of first enhancement layer is provided with the second enhancement layer.
Preferably, the bottom end of the first reinforcing layer is provided with a plurality of reinforcing ribs which are arranged at equal intervals.
Compared with the prior art, the beneficial effects of the utility model are that: this building engineering buffering steel casting that takes precautions against earthquakes is rational in infrastructure, has following advantage:
(1) the first cushion pad is arranged at the bottom end of the top plate, the second cushion pad is arranged at the top end of the bottom plate, the two cushion pads are made of elastic materials and have elasticity, the two spring pads are connected through the damping spring, and the damping spring has elasticity;
(2) the reinforcing structures are arranged in the top plate and the bottom plate, are of double-layer structures and are connected through the reinforcing ribs, so that the reinforcing ribs can reinforce the structural strength of the top plate and the bottom plate, the steel casting is prevented from being damaged, the working stability of the steel casting is ensured, and the purpose of reinforcing the structural strength of the steel casting is achieved;
(3) through all being provided with the draw-in groove around first steel casting, all be provided with the fixture block around the second steel casting, both constitute the block structure, this can let first steel casting and second steel casting splice each other, the installation, and through the screw fixation, guarantee the stability of connecting, first steel casting and second steel casting can splice each other and come to carry out work like this, when the work is ended, also can make things convenient for to dismantle, be convenient for to retrieve, reach the purpose that the steel casting can splice the installation with this.
Drawings
Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;
fig. 2 is a schematic top view of the present invention;
FIG. 3 is a schematic view of the structure of the reinforcing structure of the present invention;
fig. 4 is an enlarged schematic structural diagram of a in fig. 1 according to the present invention.
In the figure: 1. a first steel casting; 2. a top plate; 3. a connecting rod; 4. a base plate; 5. a shock absorbing and buffering structure; 501. a first cushion pad; 502. a damping spring; 503. a second cushion pad; 6. a card slot; 7. a threaded rod; 8. a nut; 9. an anti-wear layer; 10. a second steel casting; 11. a clamping block; 12. a reinforcing structure; 1201. A first reinforcing layer; 1202. a reinforcement cavity; 1203. a second reinforcing layer; 1204. and (5) reinforcing ribs.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides an embodiment: the shockproof buffer steel casting for the building engineering comprises a first steel casting 1, a shock-absorbing buffer structure 5, a second steel casting 10 and a reinforcing structure 12, wherein a top plate 2 is arranged at the top end of the first steel casting 1, clamping grooves 6 are formed in two sides and two ends of the first steel casting 1, clamping blocks 11 are arranged in two sides and two ends of the second steel casting 10, and the first steel casting 1 and the second steel casting 10 form a clamping structure;
the bottom end of the top plate 2 is provided with a shock absorption and buffering structure 5, a first cushion 501, a shock absorption spring 502 and a second cushion 503 are sequentially arranged in the shock absorption and buffering structure 5, the bottom end of the first cushion 501 is provided with the shock absorption spring 502, and the bottom end of the shock absorption spring 502 is provided with the second cushion 503;
when the steel casting is impacted or impacted, the spring and the buffer cushion can reduce the impact force on the steel casting and prevent the steel casting from being damaged;
the connecting rods 3 are mounted on two sides of the bottom end of the top plate 2, the bottom end of each connecting rod 3 is provided with the bottom plate 4, the bottom end of each bottom plate 4 and the top end of the top plate 2 are respectively provided with the anti-abrasion layer 9, the bottom end of each bottom plate 4 and the top end of the top plate 2 are respectively provided with the nut 8, the bottom end of each nut 8 is provided with the threaded rod 7, the outer side wall of each threaded rod 7 is uniformly provided with external threads, the inner side wall of each clamping block 11 is uniformly provided with internal threads matched with the external threads;
a second steel casting 10 is arranged on one side of the first steel casting 1, reinforcing structures 12 are arranged inside the top plate 2 and the bottom plate 4, a first reinforcing layer 1201, a reinforcing cavity 1202, a second reinforcing layer 1203 and reinforcing ribs 1204 are sequentially arranged inside the reinforcing structures 12, the reinforcing cavity 1202 is arranged at the bottom end of the first reinforcing layer 1201, the second reinforcing layer 1203 is arranged at the bottom end of the first reinforcing layer 1201, a plurality of reinforcing ribs 1204 are arranged at the bottom end of the first reinforcing layer 1201, and the reinforcing ribs 1204 are arranged at equal intervals;
during the use, additional strengthening 12 is bilayer structure to connect through strengthening rib 1204, strengthening rib 1204 can strengthen the structural strength of roof 2 and bottom plate 4, prevents that the steel casting from appearing damaging, guarantees the stability of steel casting work.
The working principle is as follows: during the use, install first blotter 501 in the bottom of roof 2, second blotter 503 is installed on the top of bottom plate 4, two blotters are all made of elastic material, elasticity has, connect through damping spring 502 between two spring cushions, damping spring 502 has elasticity, when the steel casting receives striking or assaults, spring and blotter can reduce the impact force that the steel casting received, prevent that the steel casting from damaging, all be provided with additional strengthening 12 in the inside of roof 2 and bottom plate 4, additional strengthening 12 is bilayer structure, and connect through strengthening rib 1204, strengthening rib 1204 can strengthen the structural strength of roof 2 and bottom plate 4, prevent that the steel casting from damaging, guarantee the stability of steel casting work, all be provided with draw-in groove 6 around first steel casting 1, all be provided with fixture block 11 around second steel casting 10, both constitute the block structure, this can let first steel casting 1 and second steel casting 10 splice each other, The installation to through the screw fixation, guarantee the stability of connecting, first steel casting 1 and second steel casting 10 can splice each other and carry out work like this, when the work is ended, also can conveniently dismantle, are convenient for retrieve.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which 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.
Claims (6)
1. Shockproof buffering steel casting of building engineering, including first steel casting (1), shock attenuation buffer structure (5), second steel casting (10) and additional strengthening (12), its characterized in that: the top of first steel casting (1) is provided with roof (2), and the bottom of roof (2) is provided with shock attenuation buffer structure (5), connecting rod (3) are installed to the both sides of roof (2) bottom, and the bottom of connecting rod (3) installs bottom plate (4), abrasionproof layer (9) are all installed on the bottom of bottom plate (4) and the top of roof (2), the bottom of bottom plate (4) and the top of roof (2) all are provided with nut (8), threaded rod (7) are installed to the bottom of nut (8), one side of first steel casting (1) is provided with second steel casting (10), the inside of roof (2) and bottom plate (4) all is provided with additional strengthening (12).
2. The constructional engineering earthquake-proof buffering steel casting as claimed in claim 1, wherein: both sides and both ends of first steel casting (1) all are provided with draw-in groove (6), and both sides and both ends of second steel casting (10) all are provided with fixture block (11), and first steel casting (1) and second steel casting (10) constitute the block structure.
3. The constructional engineering earthquake-proof buffering steel casting as claimed in claim 1, wherein: the damping structure is characterized in that a first cushion pad (501), a damping spring (502) and a second cushion pad (503) are sequentially arranged inside the damping structure (5), the damping spring (502) is installed at the bottom end of the first cushion pad (501), and the second cushion pad (503) is installed at the bottom end of the damping spring (502).
4. The constructional engineering earthquake-proof buffering steel casting as claimed in claim 1, wherein: the outer side wall of the threaded rod (7) is uniformly provided with external threads, the inner side wall of the fixture block (11) is uniformly provided with internal threads matched with the external threads, and the threaded rod (7) is in threaded connection with the fixture block (11).
5. The constructional engineering earthquake-proof buffering steel casting as claimed in claim 1, wherein: the reinforced structure (12) is internally provided with a first reinforced layer (1201), a reinforced cavity (1202), a second reinforced layer (1203) and a reinforcing rib (1204) in sequence, the reinforced cavity (1202) is arranged at the bottom end of the first reinforced layer (1201), and the second reinforced layer (1203) is arranged at the bottom end of the first reinforced layer (1201).
6. The constructional engineering earthquake-proof buffering steel casting as claimed in claim 5, wherein: the bottom end of the first reinforcing layer (1201) is provided with a plurality of reinforcing ribs (1204), and the reinforcing ribs (1204) are arranged at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922065370.4U CN211816889U (en) | 2019-11-26 | 2019-11-26 | Shockproof buffer steel casting for constructional engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922065370.4U CN211816889U (en) | 2019-11-26 | 2019-11-26 | Shockproof buffer steel casting for constructional engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211816889U true CN211816889U (en) | 2020-10-30 |
Family
ID=73028212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922065370.4U Expired - Fee Related CN211816889U (en) | 2019-11-26 | 2019-11-26 | Shockproof buffer steel casting for constructional engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211816889U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114382243A (en) * | 2021-12-28 | 2022-04-22 | 江苏凯华铝业有限公司 | Pattern aluminum plate backing plate |
-
2019
- 2019-11-26 CN CN201922065370.4U patent/CN211816889U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114382243A (en) * | 2021-12-28 | 2022-04-22 | 江苏凯华铝业有限公司 | Pattern aluminum plate backing plate |
| CN114382243B (en) * | 2021-12-28 | 2024-05-14 | 广东正一金属科技有限公司 | Embossed aluminum plate backing plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210726 Address after: 221000 Liguo village, Liguo Town, Tongshan District, Xuzhou City, Jiangsu Province Patentee after: Xuzhou Kuanyang material Trade Co.,Ltd. Address before: 221000 No. 8, zhuguan North Road, Suining Economic Development Zone, Xuzhou City, Jiangsu Province Patentee before: Jiangsu Shengtong solid waste environmental protection disposal 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: 20201030 Termination date: 20211126 |