CN111794290A - Shock insulation ditch for high-rise building and installation method thereof - Google Patents
Shock insulation ditch for high-rise building and installation method thereof Download PDFInfo
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- CN111794290A CN111794290A CN202010637898.9A CN202010637898A CN111794290A CN 111794290 A CN111794290 A CN 111794290A CN 202010637898 A CN202010637898 A CN 202010637898A CN 111794290 A CN111794290 A CN 111794290A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
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Abstract
The invention discloses a shock insulation ditch for high-rise buildings and an installation method thereof, wherein the shock insulation ditch comprises a main building and a matched building, and 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 invention prevents main buildings and matched buildings by arranging the shock insulation ditch, and has the functions of water guiding, fire prevention and the like.
Description
Technical Field
The invention relates to the field of buildings, in particular to a shock insulation ditch for a high-rise building and an installation method thereof.
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.
Disclosure of Invention
The invention discloses a shock insulation ditch for high-rise buildings and an installation method thereof.
The purpose of the invention is realized by 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 sheet is provided with a groove.
In a further improvement, the groove is a V-shaped groove.
In a further improvement, steel sheets are lapped on two sides of the inner side of the groove; the steel sheet of 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.
A method for installing a shock insulation ditch of a high-rise building comprises the following steps:
step one, constructing a main building and a matched building, and arranging a shock insulation ditch between the main building and the matched building;
fixing a supporting block on the main building, and matching with a tripod bracket fixed on the building; a first steel rod is welded on the supporting block, and a second steel rod is welded on the tripod;
step three, welding a galvanized steel plate with a V-shaped groove between the first steel rod and the second steel rod; fireproof rock wool is laid on the galvanized steel plate; then welding a first supporting tube and a second supporting tube on the first steel rod and the second steel rod respectively; the first supporting tubes and the second supporting tubes are arranged in a staggered manner;
fourthly, placing a drainage groove above the first steel rod and the second steel rod; and a double-layer stainless steel plate, an aluminum silicate plate, a fireproof water stop and a shockproof cover plate are sequentially arranged above the drainage groove.
Drawings
The invention is further illustrated by means of the attached drawings, the content of which is not in any way limitative of the 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 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 recess 13 in the middle. The groove 13 is a V-shaped groove. Steel sheets 14 are lapped on two sides of the inner side of the groove 8; the steel sheet 14 on one side of the 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.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the protection scope of the present invention, and although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions can be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention.
Claims (9)
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 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 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 groove (8); the steel sheet (14) on one side of the 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).
9. A method for installing a shock insulation ditch of a high-rise building is characterized by comprising the following steps:
step one, constructing a main building (1) and a matched building (2), and arranging a shock insulation ditch (3) between the main building (1) and the matched building (2);
secondly, fixing a supporting block (19) on the main building (1) and fixing a tripod bracket (20) 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 (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 supporting tube (41) and a second supporting tube (6) on the first steel rod (4) and the second steel rod (5) respectively; the first supporting tubes (41) and the second supporting 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010637898.9A CN111794290A (en) | 2020-07-06 | 2020-07-06 | Shock insulation ditch for high-rise building and installation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010637898.9A CN111794290A (en) | 2020-07-06 | 2020-07-06 | Shock insulation ditch for high-rise building and installation method thereof |
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| Publication Number | Publication Date |
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| CN111794290A true CN111794290A (en) | 2020-10-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010637898.9A Pending CN111794290A (en) | 2020-07-06 | 2020-07-06 | Shock insulation ditch for high-rise building and installation method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343228A (en) * | 2020-11-11 | 2021-02-09 | 中国建筑标准设计研究院有限公司 | Shock insulation floor structure and construction method thereof |
-
2020
- 2020-07-06 CN CN202010637898.9A patent/CN111794290A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343228A (en) * | 2020-11-11 | 2021-02-09 | 中国建筑标准设计研究院有限公司 | Shock insulation floor structure and construction method thereof |
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