CN210459541U - Shockproof buffer steel casting for constructional engineering - Google Patents
Shockproof buffer steel casting for constructional engineering Download PDFInfo
- Publication number
- CN210459541U CN210459541U CN201921293920.1U CN201921293920U CN210459541U CN 210459541 U CN210459541 U CN 210459541U CN 201921293920 U CN201921293920 U CN 201921293920U CN 210459541 U CN210459541 U CN 210459541U
- Authority
- CN
- China
- Prior art keywords
- steel casting
- fixedly connected
- shock
- roof
- absorbing
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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 - Fee Related
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- 238000005266 casting Methods 0.000 title claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 40
- 239000010959 steel Substances 0.000 title claims abstract description 40
- 238000013016 damping Methods 0.000 claims abstract description 20
- 230000035939 shock Effects 0.000 claims abstract description 15
- 230000003139 buffering effect Effects 0.000 claims abstract description 12
- 230000006837 decompression Effects 0.000 claims abstract description 8
- 230000000694 effects Effects 0.000 abstract description 4
- 239000006096 absorbing agent Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229910001338 liquidmetal Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
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Abstract
The utility model discloses a building engineering is with buffering steel casting that takes precautions against earthquakes, including base and roof, two shock attenuation poles of roof lower extreme lateral wall symmetry fixedly connected with, two first recesses, two have been seted up to base upper end lateral wall symmetry bottom fixedly connected with decompression pad in the first recess, decompression pad upper end lateral wall fixedly connected with fixed column, install on the fixed column and carry out a absorbing damping device to the roof, install in the first recess and carry out the strutting arrangement who supports to the roof. The utility model discloses the case is through setting up connecting block and bracing piece, can make the steel casting move down when the steel casting takes place to shake for the connecting block drives the bracing piece and moves down, and the vibrating force that the movable rod that rotates to be connected with the bracing piece can receive the steel casting under the effect of second spring cushions, also effectually supports the steel casting moreover, avoids the steel casting to empty when taking place to shake.
Description
Technical Field
The utility model relates to a building engineering construction technical field especially relates to a building engineering is with buffering steel casting that takes precautions against earthquakes.
Background
The casting is a metal molding object obtained by various casting methods, namely, smelted liquid metal is poured into a casting mold prepared in advance by pouring, injecting, sucking or other casting methods, and after the liquid metal is cooled and subjected to subsequent processing means such as grinding and the like, the obtained object with certain shape, size and performance is usually fixed by using a steel casting in the construction process of a building.
The steel casting of the existing building engineering is only used for damping and buffering the steel casting when the steel casting vibrates, a buffering and supporting device for the steel casting is not arranged when the steel casting vibrates, the steel casting cannot be well stably supported when the steel casting vibrates, and the steel casting is easy to topple over when vibrating.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a shockproof buffer steel casting for constructional engineering.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a building engineering is with buffering steel casting that takes precautions against earthquakes, includes base and roof, two shock attenuation poles of roof lower extreme lateral wall symmetry fixedly connected with, two first recesses have been seted up to base upper end lateral wall symmetry, two bottom fixedly connected with decompression pad in the first recess, decompression pad upper end lateral wall fixedly connected with fixed column, install on the fixed column and carry out a absorbing first damping device to the roof, install in the first recess and carry out the strutting arrangement who supports to the roof.
Preferably, the first damping device comprises a first spring, a second groove matched with the damping rod is formed in the side wall of the upper end of the fixing column, the lower end of the first spring is fixedly connected with the bottom in the second groove, and the upper end of the first spring is fixedly connected with the side wall of the lower end of the damping rod.
Preferably, strutting arrangement includes the connecting block of fixed connection at the shock attenuation pole lateral wall, the connecting block relative lateral wall all rotates and is connected with the bracing piece, the one end that the connecting block was kept away from to the bracing piece rotates and is connected with the movable rod, install in the first recess and carry out absorbing second damping device to the roof.
Preferably, the second damping device comprises a fixed block fixedly connected to the side wall of the first groove, a third groove is formed in the side wall of the fixed block, and the side wall of the third groove is elastically connected with one end, far away from the supporting rod, of the movable rod through a second spring.
Preferably, the side wall of the upper end of the top plate is fixedly connected with a shock pad, and the thickness of the shock pad is 5-10 mm.
Preferably, the base is fixedly connected with the ground through bolts.
The utility model discloses following beneficial effect has:
1. by arranging the connecting block and the supporting rod, the steel casting can move downwards when the steel casting vibrates, so that the connecting block drives the supporting rod to move downwards, the movable rod rotationally connected with the supporting rod can buffer the vibration force applied to the steel casting under the action of the second spring, and the steel casting is effectively supported, so that the steel casting is prevented from toppling over when the steel casting vibrates;
2. through setting up the shock pad and reducing pressure pad, the shock pad can slow down the preliminary buffering that carries on that the steel casting received, and reducing pressure pad can slow down the pressure between fixed column and the base when the fixed column receives pressure, avoids fixed column and base to damage when the steel casting takes place vibrations.
Drawings
Fig. 1 is a schematic structural view of a shockproof buffer steel casting for constructional engineering provided by the utility model;
fig. 2 is an enlarged schematic view of the structure at a in fig. 1.
In the figure: the damping device comprises a base 1, a top plate 2, a first groove 3, a fixing column 4, a second groove 5, a damping rod 6, a first spring 7, a connecting block 8, a supporting rod 9, a fixing block 10, a third groove 11, a second spring 12, a movable rod 13, a damping pad 14 and a pressure reducing pad 15.
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.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-2, a shockproof buffer steel casting for construction engineering, including base 1 and roof 2, base 1 passes through bolt and ground fixed connection, roof 2 upper end lateral wall fixedly connected with shock pad 14, shock pad 14 thickness is 5-10mm, roof 2 lower extreme lateral wall symmetry fixedly connected with two shock absorber rods 6, base 1 upper end lateral wall symmetry has seted up two first recesses 3, bottom fixedly connected with decompression pad 15 in two first recesses 3, decompression pad 15 upper end lateral wall fixedly connected with fixed column 4, install on fixed column 4 and carry out absorbing first damping device to roof 2, first damping device includes first spring 7, fixed column 4 upper end lateral wall sets up with shock absorber rod 6 complex second recess 5, bottom fixed connection in first spring 7 lower extreme and the second recess 5, first spring 7 upper end and shock absorber rod 6 lower extreme lateral wall fixed connection.
Install the strutting arrangement who supports the roof in first recess 3, strutting arrangement includes connecting block 8 of fixed connection at 6 lateral walls of shock attenuation pole, connecting block 8 relative lateral wall all rotates and is connected with bracing piece 9, the one end that connecting block 8 was kept away from to bracing piece 9 rotates and is connected with movable rod 13, install in the first recess 3 and carry out absorbing second damping device to the roof, second damping device includes fixed block 10 of fixed connection at 3 lateral walls of first recess, third recess 11 has been seted up to fixed block 10 lateral walls, the one end elastic connection that bracing piece 9 was kept away from through second spring 12 and movable rod 13 to third recess 11 lateral walls.
The utility model discloses in, when the steel casting vibrations take place under the exogenic action, shock pad 14 on roof 2 can cushion partly shaking force, remaining shaking force can make roof 2 move down, the shaking force that can receive the steel casting under the effect of first spring 7 cushions, in addition, along with moving down of roof 2 makes 8 lateral walls of connecting block rotate the bracing piece 9 of connecting to both sides removal, make movable rod 13 that is connected to rotate to being close to third recess 11 inside wall with the bracing piece 9 other end and remove, the pressure that can receive bracing piece 9 cushions under the effect of second spring 12, make the steel casting have fine support fixed effect to the steel casting when taking place vibrations.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides a building engineering is with buffering steel casting that takes precautions against earthquakes, includes base (1) and roof (2), its characterized in that, two shock attenuation poles (6) of roof (2) lower extreme lateral wall symmetry fixedly connected with, two first recess (3) have been seted up to base (1) upper end lateral wall symmetry, two bottom fixedly connected with decompression pad (15) in first recess (3), decompression pad (15) upper end lateral wall fixedly connected with fixed column (4), install on fixed column (4) and carry out a absorbing first damping device to roof (2), install the strutting arrangement who supports the roof in first recess (3).
2. The shock-absorbing and buffering steel casting for building engineering according to claim 1, wherein the first damping device comprises a first spring (7), a second groove (5) matched with the damping rod (6) is formed in a side wall of an upper end of the fixing column (4), a lower end of the first spring (7) is fixedly connected with an inner bottom of the second groove (5), and an upper end of the first spring (7) is fixedly connected with a side wall of a lower end of the damping rod (6).
3. The shock-proof buffering steel casting for building engineering according to claim 1, wherein the supporting device comprises a connecting block (8) fixedly connected to the side wall of the shock-absorbing rod (6), the connecting block (8) is rotatably connected to a supporting rod (9) opposite to the side wall, one end of the supporting rod (9) far away from the connecting block (8) is rotatably connected to a movable rod (13), and a second shock-absorbing device for absorbing the top plate is installed in the first groove (3).
4. The shock-proof buffering steel casting for the building engineering as recited in claim 3, wherein the second damping device comprises a fixed block (10) fixedly connected to the side wall of the first groove (3), a third groove (11) is formed in the side wall of the fixed block (10), and the side wall of the third groove (11) is elastically connected with one end of the movable rod (13) far away from the supporting rod (9) through a second spring (12).
5. The shock-absorbing and buffering steel casting for building engineering according to claim 1, characterized in that a shock-absorbing pad (14) is fixedly connected to the side wall of the upper end of the top plate (2), and the thickness of the shock-absorbing pad (14) is 5-10 mm.
6. The shock-absorbing and buffering steel casting for building engineering according to claim 1, characterized in that the base (1) is fixedly connected with the ground through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921293920.1U CN210459541U (en) | 2019-08-12 | 2019-08-12 | Shockproof buffer steel casting for constructional engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921293920.1U CN210459541U (en) | 2019-08-12 | 2019-08-12 | Shockproof buffer steel casting for constructional engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210459541U true CN210459541U (en) | 2020-05-05 |
Family
ID=70450655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921293920.1U Expired - Fee Related CN210459541U (en) | 2019-08-12 | 2019-08-12 | Shockproof buffer steel casting for constructional engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210459541U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113363901A (en) * | 2021-06-11 | 2021-09-07 | 宝业湖北建工集团有限公司 | Pipeline erection support for construction of electromechanical pipelines of building |
-
2019
- 2019-08-12 CN CN201921293920.1U patent/CN210459541U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113363901A (en) * | 2021-06-11 | 2021-09-07 | 宝业湖北建工集团有限公司 | Pipeline erection support for construction of electromechanical pipelines of building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20200505 |