CN210395460U - Shock insulation ditch system of large-scale equipment - Google Patents
Shock insulation ditch system of large-scale equipment Download PDFInfo
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- CN210395460U CN210395460U CN201920848963.5U CN201920848963U CN210395460U CN 210395460 U CN210395460 U CN 210395460U CN 201920848963 U CN201920848963 U CN 201920848963U CN 210395460 U CN210395460 U CN 210395460U
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Abstract
The utility model discloses a shock insulation ditch system of large equipment, which comprises foundation embedded angle steel (1), cover plate angle steel (2), a cover plate (3), a damping plate (4) and ground embedded angle steel (6); foundation embedded angle steel is embedded at the corner of the large equipment foundation (5), one side surface of the damping plate is adhered to the large equipment foundation and the side end surface of the foundation embedded angle steel, ground embedded angle steel is fixedly arranged on the other side surface of the damping plate, and the ground (7) is poured at the side end of the damping plate along the ground embedded angle steel; the height of the shock absorption plate is lower than that of the large equipment foundation and the ground, and a shock insulation ditch is formed between the large equipment foundation and the ground; the pair of cover plate angle steels are arranged on the foundation embedded angle steel and the ground embedded angle steel, and the pair of cover plate angle steels are symmetrically arranged in the shock insulation ditch, so that the plurality of cover plates are sequentially covered on the shock insulation ditch through the pair of cover plate angle steels. The utility model discloses can solve the vibration problem in the equipment use, avoid causing peripheral ground to damage, and the ground is pleasing to the eye practical.
Description
Technical Field
The utility model relates to a construction field especially relates to a shock insulation ditch system of main equipment.
Background
In the laboratory of building engineering, be provided with large-scale formula of sinking concrete equipment foundation usually for the place of main equipment, in the daily use of main equipment, formula of sinking concrete equipment foundation and peripheral ground all can receive great vibration, lead to the peripheral ground to damage after long-term the use easily, influence the pleasing to the eye on ground. When the shock insulation foundation is designed, enough gaps need to be reserved between the shock insulation foundation and the peripheral ground to ensure that the shock insulation foundation can deform freely under the action of an earthquake, and a shock insulation ditch is arranged in a common structural mode at present. The shock insulation ditch in the prior art has the disadvantages of complex structure, inconvenient construction, higher cost and time and labor waste during construction.
Disclosure of Invention
An object of the utility model is to provide a shock insulation ditch system of main equipment can solve the vibration problem in the equipment use, avoids causing the damage on peripheral ground, and ground is pleasing to the eye practical.
The utility model discloses a realize like this:
a shock insulation trench system of large equipment comprises foundation embedded angle steel, cover plate angle steel, a cover plate, a damping plate and ground embedded angle steel; foundation embedded angle steel is embedded at the corner of the large-scale equipment foundation, one side surface of the damping plate is adhered to the side end surfaces of the large-scale equipment foundation and the foundation embedded angle steel, ground embedded angle steel is fixedly arranged on the other side surface of the damping plate, and the ground is poured along the ground embedded angle steel at the side end of the damping plate; the height of the shock absorption plate is lower than that of the large equipment foundation and the ground, and a shock insulation ditch is formed between the large equipment foundation and the ground; the pair of cover plate angle steels are fixedly arranged on the foundation embedded angle steel and the ground embedded angle steel respectively, and the pair of cover plate angle steels are symmetrically arranged in the shock insulation ditch, so that the plurality of cover plates can be sequentially covered on the shock insulation ditch through the pair of cover plate angle steels.
The surface of the foundation embedded angle steel is flush with the surface of the large equipment foundation, and the foundation embedded angle steel is fixed with the large equipment foundation through the first steel bar extending into the large equipment foundation.
One end of the first steel bar is horizontally connected to the foundation embedded angle steel, the other end of the first steel bar is obliquely inserted into the large-scale equipment foundation, and the end part of the other end of the first steel bar is hook-shaped.
The surface of the ground embedded angle steel is flush with the surface of the ground, and the ground embedded angle steel is fixed with the ground embedded angle steel through a second steel bar extending into the ground.
One end of the second steel bar is horizontally connected to the ground embedded angle steel, the other end of the second steel bar is obliquely inserted into the ground, and the end part of the other end of the second steel bar is hook-shaped.
The upper surfaces of the foundation embedded angle steel and the ground embedded angle steel are higher than the upper surfaces of the pair of cover plate angle steel, so that when the cover plate is placed on the pair of cover plate angle steel, the upper surfaces of the cover plate are flush with the large equipment foundation and the ground.
The shock absorption plate is an anti-seismic extruded plate.
The utility model discloses can avoid equipment vibration to the influence of structures on every side, be applicable to various equipment foundation's that has the vibration antidetonation measure, have advantages such as pleasing to the eye, simple structure, preparation are easy, convenient to use, through processing the back that finishes, only need on-the-spot instrument commonly used (welding machine, hammer etc.) can install labour saving and time saving, and can match with outer wall colour and effect.
Drawings
FIG. 1 is a front view of a seismic isolation trench system of a large-scale apparatus of the present invention;
fig. 2 is a partial enlarged view of the seismic isolation trench system of the large-scale equipment of the present invention.
In the figure, 1 pre-buried angle steel of basis, 2 apron angle steel, 3 apron, 4 damper plates, 5 main equipment foundations, 6 pre-buried angle steel in ground, 7 ground, 8 first reinforcing bars, 9 second reinforcing bars.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1 and 2, a seismic isolation trench system of large equipment comprises foundation embedded angle steel 1, cover plate angle steel 2, cover plate 3, damping plate 4 and ground embedded angle steel 6; foundation embedded angle steel 1 is embedded at the corner of a large-scale equipment foundation 5, one side surface of a damping plate 4 is adhered to the large-scale equipment foundation 5 and the side end surface of the foundation embedded angle steel 1, ground embedded angle steel 6 is fixedly arranged on the other side surface of the damping plate 4, and a ground 7 is poured along the ground embedded angle steel 6 at the side end of the damping plate 4; the height of the damping plate 4 is lower than that of the large equipment foundation 5 and the ground 7, and a shock insulation ditch is formed between the large equipment foundation 5 and the ground 7; a pair of apron angle steel 2 is fixed the setting respectively on the pre-buried angle steel 1 of basis and the pre-buried angle steel 6 in ground, and a pair of apron angle steel 2 symmetry sets up in the shock insulation ditch, makes a plurality of apron 3 can cover in proper order on the shock insulation ditch through a pair of apron angle steel 2.
The surface of the foundation embedded angle steel 1 is flush with the surface of the large equipment foundation 5, and the foundation embedded angle steel 1 is fixed with the large equipment foundation 5 through the first steel bar 8 extending into the large equipment foundation 5, so that the foundation embedded angle steel 1 is reinforced.
One end horizontal connection of first reinforcing bar 8 on the inboard horizontal plane of the pre-buried angle steel 1 of basis, the other end slope of first reinforcing bar 8 inserts in main equipment foundation 5, and the other end tip of first reinforcing bar 8 is hook-like, enables pre-buried angle steel 1 of basis more firmly, stable.
The surface of the ground embedded angle steel 6 is flush with the surface of the ground 7, and the ground embedded angle steel 6 is fixed with the ground embedded angle steel 6 through a second steel bar 9 extending into the ground 7, so that the effect of reinforcing the ground embedded angle steel 6 is achieved.
One end horizontal connection of second reinforcing bar 9 on the inboard horizontal plane of pre-buried angle steel 6 in ground, the other end slope of second reinforcing bar 9 inserts in ground 7, and the other end tip of second reinforcing bar 9 is hook-shaped, enables pre-buried more firm, stable of pre-buried angle steel 6 in ground.
The upper surfaces of the foundation embedded angle steel 1 and the ground embedded angle steel 6 are higher than the upper surfaces of the pair of cover plate angle steels 2, so that when the cover plate 3 covers the pair of cover plate angle steels 2, the upper surfaces of the cover plate 3 are flush with the foundation embedded angle steel 1, the large-scale equipment foundation 5, the ground embedded angle steel 6 and the ground 7, and the attractiveness of integral construction is kept.
Preferably, the damping plate 4 can be made of an anti-seismic extruded plate.
During construction, materials with proper sizes are selected according to construction requirements of the vibration isolation ditch, in the embodiment, the foundation embedded angle steel 1 and the ground embedded angle steel 6 are 50-50 mm angle steel, the pair of cover plate angle steel 2 is 30-30 mm angle steel, the damping plate 4 is a 100mm thick anti-seismic extruded plate, namely the width of the vibration isolation ditch is 100mm, and the cover plate 3 can be a patterned steel plate with the thickness of 6mm and the width of 100 mm.
When the concrete construction of the large-scale equipment foundation 5 is carried out, foundation embedded angle steel 1 on one side of the large-scale equipment foundation 5 is embedded firstly, and the foundation embedded angle steel 1 is welded on a steel bar in the large-scale equipment foundation 5 and is poured and formed together with the large-scale equipment foundation 5. The shock absorption plate 4 is adhered to the side wall of the large equipment foundation 5 through a special adhesive, the ground embedded angle steel 6 is fixed on the shock absorption plate 4 before concrete is poured on the ground 7 on the other side of the shock insulation ditch, then the concrete on the ground 7 is poured, the ground embedded angle steel 6 is fixed on a cushion layer of the ground 7, and the foundation embedded angle steel 1 and the ground embedded angle steel 6 are symmetrically arranged on the two sides of the top of the shock insulation ditch. After the concrete molding, a pair of apron angle steel 2 sets up on the both sides inner wall in the shock insulation ditch, lie in on the opposite face of the pre-buried angle steel 1 of basis and the pre-buried angle steel 6 in ground, put upper cover plate 3 on a pair of apron angle steel 2 can, the upper surface and the pre-buried angle steel 1 of basis of apron 3 flush, large equipment basis 5, the upper surface of the pre-buried angle steel 6 in ground 7, the construction face is leveled and apron 3 covers the shock insulation ditch just, a plurality of apron 3 follow the shock insulation ditch in proper order and lay can.
First reinforcing bar 8 and second reinforcing bar 9 can adopt the diameter to be 6 mm's round steel, and the length that first reinforcing bar 8 and second reinforcing bar 9 slope respectively inserted main equipment basis 5 and ground 7 is 120mm for consolidate pre-buried angle steel 1 of basis and the pre-buried angle steel 6 in ground.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and should not be taken as limiting the scope of the present invention, therefore, any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention should be included in the scope of the present invention.
Claims (7)
1. A vibration isolation trench system of large equipment is characterized in that: the steel plate comprises foundation embedded angle steel (1), cover plate angle steel (2), a cover plate (3), a damping plate (4) and ground embedded angle steel (6); the foundation embedded angle steel (1) is embedded at the corner of the large equipment foundation (5), one side surface of the damping plate (4) is adhered to the large equipment foundation (5) and the side end surface of the foundation embedded angle steel (1), the ground embedded angle steel (6) is fixedly arranged on the other side surface of the damping plate (4), and the ground (7) is poured along the ground embedded angle steel (6) at the side end of the damping plate (4); the height of the damping plate (4) is lower than that of the large equipment foundation (5) and the ground (7), and a shock insulation ditch is formed between the large equipment foundation (5) and the ground (7); a pair of cover plate angle steels (2) are fixedly arranged on the foundation embedded angle steel (1) and the ground embedded angle steel (6) respectively, and the pair of cover plate angle steels (2) are symmetrically arranged in the shock insulation ditch, so that the plurality of cover plates (3) can be sequentially covered on the shock insulation ditch through the pair of cover plate angle steels (2).
2. A seismic isolation trench system for large-scale equipment according to claim 1, wherein: the surface of the foundation embedded angle steel (1) is flush with the surface of the large equipment foundation (5), and the foundation embedded angle steel (1) is fixed with the large equipment foundation (5) through a first steel bar (8) extending into the large equipment foundation (5).
3. A seismic isolation trench system for large-scale equipment according to claim 2, wherein: one end horizontal connection of first reinforcing bar (8) on pre-buried angle steel (1) of basis, the other end slope of first reinforcing bar (8) is inserted in main equipment basis (5), and the other end tip of first reinforcing bar (8) is hook-like.
4. A seismic isolation trench system for large-scale equipment according to claim 1, wherein: the surface of the ground embedded angle steel (6) is flush with the surface of the ground (7), and the ground embedded angle steel (6) is fixed with the ground embedded angle steel (6) through a second steel bar (9) extending into the ground (7).
5. A seismic isolation trench system for large-scale equipment according to claim 4, wherein: one end of the second steel bar (9) is horizontally connected to the ground embedded angle steel (6), the other end of the second steel bar (9) is obliquely inserted into the ground (7), and the end part of the other end of the second steel bar (9) is hook-shaped.
6. A seismic isolation trench system for large-scale equipment according to claim 1, wherein: the upper surfaces of the foundation embedded angle steel (1) and the ground embedded angle steel (6) are higher than the upper surfaces of the pair of cover plate angle steel (2), so that when the cover plate (3) is placed on the pair of cover plate angle steel (2), the upper surface of the cover plate (3) is flush with the large equipment foundation (5) and the ground (7).
7. A seismic isolation trench system for large-scale equipment according to claim 1, wherein: the shock absorption plate (4) is an anti-seismic extruded plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920848963.5U CN210395460U (en) | 2019-06-05 | 2019-06-05 | Shock insulation ditch system of large-scale equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920848963.5U CN210395460U (en) | 2019-06-05 | 2019-06-05 | Shock insulation ditch system of large-scale equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210395460U true CN210395460U (en) | 2020-04-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920848963.5U Active CN210395460U (en) | 2019-06-05 | 2019-06-05 | Shock insulation ditch system of large-scale equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210395460U (en) |
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2019
- 2019-06-05 CN CN201920848963.5U patent/CN210395460U/en active Active
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