CN212715047U - Shock insulation ditch for high-rise building - Google Patents
Shock insulation ditch for high-rise building Download PDFInfo
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- CN212715047U CN212715047U CN202021303736.3U CN202021303736U CN212715047U CN 212715047 U CN212715047 U CN 212715047U CN 202021303736 U CN202021303736 U CN 202021303736U CN 212715047 U CN212715047 U CN 212715047U
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Abstract
The utility model discloses a shock insulation ditch for high-rise buildings, which comprises a main building and a matched building, wherein a shock insulation ditch is formed between the main building and the matched building; a first steel rod is fixed on the main building, and a second steel rod parallel to the first steel rod is fixed on the matched building; the first steel rod and the second steel rod are respectively positioned at two sides of the shock insulation groove and are horizontally arranged; a plurality of first supporting tubes which are transversely arranged are fixed on the first steel rod, and a plurality of second supporting tubes which are transversely arranged are fixed on the second steel rod; the first supporting tubes and the second supporting tubes are arranged in a staggered mode; buffer gaps are formed between the first supporting tube and the second steel rod and between the second steel rod and the first steel rod; a drainage groove is arranged above the first supporting tube and the second supporting tube; and a shockproof cover plate for covering the shock insulation ditch is arranged above the drainage groove. The utility model discloses a set up the shock insulation ditch and prevent main part building and supporting building, have functions such as water guide and fire prevention simultaneously.
Description
Technical Field
The utility model relates to a building field especially relates to a high-rise building shock insulation ditch.
Background
In the process of building a large building (main building), a supporting building needs to be constructed nearby, but if the high-rise building and the supporting building are constructed closely, the high-rise building and the supporting building collide with each other in the earthquake, so that the building is damaged.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a high-rise building shock insulation ditch, the utility model discloses a set up the shock insulation ditch and prevent main part building and supporting building, have functions such as water guide and fire prevention simultaneously.
The purpose of the utility model is realized through the following technical scheme:
a shock insulation ditch for high-rise buildings comprises a main building and a matched building, wherein a shock insulation ditch is formed between the main building and the matched building; a first steel rod is fixed on the main building, and a second steel rod parallel to the first steel rod is fixed on the matched building; the first steel rod and the second steel rod are respectively positioned at two sides of the shock insulation groove and are horizontally arranged; a plurality of first supporting tubes which are transversely arranged are fixed on the first steel rod, and a plurality of second supporting tubes which are transversely arranged are fixed on the second steel rod; the first supporting tubes and the second supporting tubes are arranged in a staggered mode; buffer gaps are formed between the first supporting tube and the second steel rod and between the second steel rod and the first steel rod; a drainage groove is arranged above the first supporting tube and the second supporting tube; and a shockproof cover plate for covering the shock insulation ditch is arranged above the drainage groove, one end of the shockproof cover plate is hinged with one of the main building and the matched building, and a deformation joint is formed between the other end of the shockproof cover plate and the other of the main building and the matched building.
The fireproof rock wool support is further improved in that fireproof rock wool is arranged below the first supporting tube and the second supporting tube, and galvanized steel plates are arranged below the fireproof rock wool; two ends of the galvanized steel sheet are respectively welded with the first steel rod and the second steel rod; the middle part of the galvanized steel plate is provided with a first groove.
In a further improvement, the first groove is a V-shaped groove.
In a further improvement, steel sheets are lapped on two sides of the inner side of the drainage groove; the steel sheet of drainage recess one side passes through the layering to be fixed on the main part building, and the steel sheet of opposite side passes through the layering to be fixed on supporting building.
In a further improvement, the edges of the batten are coated with waterproof sealant.
The improved structure is characterized in that a double-layer stainless steel plate, an aluminum silicate plate and a fireproof water stop belt are arranged between the drainage groove and the shockproof cover plate; the fireproof water stop is positioned above the double-layer stainless steel plate and the aluminum silicate plate.
In a further improvement, the main building and the matched building are fixed with a special fluorine support matched with the shockproof cover plate.
In a further improvement, the first steel rod is connected with a supporting block fixed on the main building in a welding manner; the second steel rod is fixedly connected with a tripod bracket fixed on a matched building.
Drawings
The present invention is further explained by using the attached drawings, but the content in the attached drawings does not constitute any limitation to the present invention.
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic top view of the first support tube and the second support tube.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly apparent, the present invention is further described in detail below with reference to the accompanying drawings and examples.
Examples
The shock insulation ditch for the high-rise building as shown in figures 1 and 2 comprises a main building 1 and a matched building 2, wherein a shock insulation ditch 3 is formed between the main building 1 and the matched building 2; a first steel rod 4 is fixed on the main building 1, and a second steel rod 5 parallel to the first steel rod 4 is fixed on the matched building 2; the first steel rod 4 and the second steel rod 5 are respectively positioned at two sides of the shock insulation groove 3 and are horizontally arranged; a plurality of first supporting tubes 41 which are transversely arranged are fixed on the first steel rod 4, and a plurality of second supporting tubes 6 which are transversely arranged are fixed on the second steel rod 5; the first support tubes 41 and the second support tubes 6 are arranged in a staggered manner; buffer gaps 7 are formed between the first supporting tube 41 and the second steel rod 5 and between the second steel rod 5 and the first steel rod 4; a drainage groove 8 is arranged above the first support pipe 41 and the second support pipe 6; and a shockproof cover plate 9 for covering the shock insulation ditch 3 is arranged above the drainage groove 8, one end of the shockproof cover plate 9 is hinged with one of the main building 1 and the matched building 2, and a deformation joint 10 is formed between the other end of the shockproof cover plate 9 and the other of the main building 1 and the matched building 2.
Fireproof rock wool 11 is arranged below the first supporting tube 41 and the second supporting tube 6, and galvanized steel plates 12 are arranged below the fireproof rock wool 11; two ends of the galvanized steel sheet 12 are respectively welded with the first steel rod 4 and the second steel rod 5; the galvanized steel sheet 12 is formed with a first groove 13 in the middle. The first groove 13 is a V-shaped groove. Steel sheets 14 are lapped on two sides of the inner side of the drainage groove 8; the steel sheet 14 on one side of the drainage groove 8 is fixed on the main building 1 through a pressing strip 15, and the steel sheet 14 on the other side is fixed on the matched building 2 through the pressing strip 15. The edges of the bead 15 are coated with a waterproof sealant 16. A double-layer stainless steel plate holding aluminum silicate plate 17 and a fireproof water stop 18 are arranged between the drainage groove 8 and the shockproof cover plate 9; the fireproof water stop 18 is positioned above the double-layer stainless steel plate and the aluminum silicate plate 17. The main building 1 and the matching building 2 are fixed with a Teflon support 21 matched with the shockproof cover plate 9. The first steel rod 4 is welded with a supporting block 19 fixed on the main building 1; the second steel bar 5 is fixedly connected with a tripod 20 fixed on the mating building 2. The drainage groove 8 is an elastic drainage groove.
The installation method of the shock insulation ditch for the high-rise building comprises the following steps:
step one, a main building 1 and a matched building 2 are built, and a shock insulation ditch 3 is arranged between the main building 1 and the matched building 2;
fixing a supporting block 19 on the main building 1 and a tripod bracket 20 fixed on the matched building 2; a first steel rod 4 is welded on the supporting block 19, and a second steel rod 5 is welded on the tripod bracket 20;
step three, welding a galvanized steel plate 12 with a V-shaped groove between the first steel rod 4 and the second steel rod 5; fireproof rock wool 11 is laid on the galvanized steel plate 12; then welding a first support tube 41 and a second support tube 6 on the first steel rod 4 and the second steel rod 5 respectively; the first support tubes 41 and the second support tubes 6 are arranged in a staggered manner;
fourthly, placing a drainage groove 8 above the first steel rod 4 and the second steel rod 5; an aluminum silicate plate 17, a fireproof water stop 18 and a shockproof cover plate 9 are sequentially arranged above the drainage groove 8 and are additionally held by double-layer stainless steel plates.
Wherein, the setting of isolation ditch 3 for can have the buffering clearance during the earthquake between main part building 1 and the supporting building 2, place interact and collision, and support drainage recess 8 and fire prevention rock wool 11 through first steel pole 4 and second steel pole 5, first stay tube 41 and second stay tube 6 and carry out the water guide and prevent fires. The V-shaped groove in the middle of the galvanized steel sheet is used for changing the distance between the main building 1 and the matched building 2 when an earthquake occurs, and the galvanized steel sheet can be stretched for use.
The drainage groove 8 is arranged on the first supporting pipe 41 and the second supporting pipe 6, is not fixedly connected with the main building 1 and the matched building 2, and is used for ensuring that a shaking space exists between the main building 1 and the matched building 2 when an earthquake is prevented and the mutual influence is avoided. The cover plate is used for dust prevention, water prevention, fire prevention and treading. The double-layer stainless steel plate is provided with aluminum silicate and a fireproof water stop belt which are both metal structures and are used for fire prevention and water prevention.
Set up between the mounting structure on apron and next door and leave the movement joint, when building main body structure rocks with supporting structure, the apron can have the activity space of movement joint to form the oblique angle structure through the apron front end, the oblique angle structure can slide to the mounting structure on, be unlikely to damage the apron.
It should be finally noted that the above embodiments are only used to illustrate the technical solutions of the present invention and not to limit the protection scope of the present invention, and although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention can be modified or replaced with equivalents without departing from the spirit and scope of the technical solutions of the present invention.
Claims (8)
1. A shock insulation ditch for a high-rise building comprises a main building (1) and a matched building (2), and is characterized in that a shock insulation ditch (3) is formed between the main building (1) and the matched building (2); a first steel rod (4) is fixed on the main building (1), and a second steel rod (5) parallel to the first steel rod (4) is fixed on the matched building (2); the first steel rod (4) and the second steel rod (5) are respectively positioned at two sides of the shock insulation groove (3) and are horizontally arranged; a plurality of first supporting tubes (41) which are transversely arranged are fixed on the first steel rod (4), and a plurality of second supporting tubes (6) which are transversely arranged are fixed on the second steel rod (5); the first supporting tubes (41) and the second supporting tubes (6) are arranged in a staggered mode; buffer gaps (7) are formed between the first supporting tube (41) and the second steel rod (5) and between the second steel rod (5) and the first steel rod (4); a drainage groove (8) is arranged above the first supporting tube (41) and the second supporting tube (6); and a shockproof cover plate (9) for covering the shock insulation ditch (3) is arranged above the drainage groove (8), one end of the shockproof cover plate (9) is hinged with one of the main building (1) and the matched building (2), and a deformation joint (10) is formed between the other end of the shockproof cover plate and the other of the main building (1) and the matched building (2).
2. The seismic isolation trench for the high-rise building as claimed in claim 1, wherein fireproof rock wool (11) is arranged below the first supporting tube (41) and the second supporting tube (6), and a galvanized steel plate (12) is arranged below the fireproof rock wool (11); two ends of the galvanized steel sheet (12) are respectively welded with the first steel rod (4) and the second steel rod (5); a first groove (13) is formed in the middle of the galvanized steel sheet (12).
3. A high-rise building seismic isolation trench according to claim 2, wherein the first groove (13) is a V-shaped groove.
4. A high-rise building seismic isolation trench as claimed in claim 1, wherein steel sheets (14) are lapped on both sides of the inner side of the drainage groove (8); the steel sheet (14) on one side of the drainage groove (8) is fixed on the main building (1) through a pressing strip (15), and the steel sheet (14) on the other side is fixed on the matched building (2) through the pressing strip (15).
5. A seismic isolation trench for high-rise buildings according to claim 4, wherein the edge of the batten (15) is coated with waterproof sealant (16).
6. The shock insulation ditch for the high-rise building according to claim 1, characterized in that a double-layer stainless steel plate holding aluminum silicate plate (17) and a fireproof water stop (18) are arranged between the drainage groove (8) and the shock-proof cover plate (9); the fireproof water stop (18) is positioned above the double-layer stainless steel plate and the aluminum silicate plate (17).
7. The seismic isolation trench for the high-rise building as claimed in claim 1, wherein a Teflon support (21) matched with the seismic isolation cover plate (9) is fixed on the main building (1) and the mating building (2).
8. A high-rise building seismic isolation trench according to claim 1, wherein the first steel bar (4) is welded with a supporting block (19) fixed on the main building (1); the second steel rod (5) is fixedly connected with a tripod bracket (20) fixed on the matched building (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021303736.3U CN212715047U (en) | 2020-07-06 | 2020-07-06 | Shock insulation ditch for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021303736.3U CN212715047U (en) | 2020-07-06 | 2020-07-06 | Shock insulation ditch for high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212715047U true CN212715047U (en) | 2021-03-16 |
Family
ID=74964910
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021303736.3U Active CN212715047U (en) | 2020-07-06 | 2020-07-06 | Shock insulation ditch for high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212715047U (en) |
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2020
- 2020-07-06 CN CN202021303736.3U patent/CN212715047U/en active Active
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