CN209907593U - Energy dissipation and shock absorption outer wall and foundation beam connecting structure - Google Patents
Energy dissipation and shock absorption outer wall and foundation beam connecting structure Download PDFInfo
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- CN209907593U CN209907593U CN201920353368.4U CN201920353368U CN209907593U CN 209907593 U CN209907593 U CN 209907593U CN 201920353368 U CN201920353368 U CN 201920353368U CN 209907593 U CN209907593 U CN 209907593U
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Abstract
The utility model provides an energy-dissipating and shock-absorbing connecting structure of an outer wall and a foundation beam, which comprises an outer wall, a foundation beam, an angle piece, angle steel, a fixing component, a special binder layer and an indoor terrace layer; the outer wall is an autoclaved aerated concrete slab and is arranged above the foundation beam; the outer side surface of the outer wall is flush with the outer side surface of the foundation beam, and the width of the foundation beam is wider than the width of the outer wall by 50-100 mm; corner fittings are embedded at the inner corners of the top ends of the foundation beams, and the lengths of two sides of each corner fitting are both 100mm and 200 mm; an angle steel is arranged at an inner corner of the bottom end of the outer wall, and the length of each of two sides of the angle steel is 50-100 mm; the angle steel is welded and fixed with the corner fitting; the angle steel is connected with the outer wall through a fixing assembly, and the fixing assembly comprises an embedded anchor bolt and an S plate; one side of the S plate is fixed on the outer wall through an embedded anchor bolt, and the other side of the S plate is lapped on the angle steel; a special adhesive layer is arranged between the outer wall and the foundation beam; use the utility model discloses can improve the holistic anti-seismic performance of building and security performance.
Description
Technical Field
The utility model relates to a building field especially relates to an energy dissipation absorbing outer wall and foundation beam connection structure.
Background
The autoclaved aerated concrete slab is a light porous, fireproof, soundproof and heat-insulating green environment-friendly building material which is prepared by taking cement, lime and silica sand as main raw materials, and is widely adopted at present, however, the surface hardness and the strength of the autoclaved aerated concrete slab are not high, the adhesion with cement mortar is not high, and when the autoclaved aerated concrete slab is taken as an outer wall of a building, the earthquake resistance and the safety performance of the building are one of the problems encountered at present.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art' S defect with not enough, provide an energy dissipation absorbing outer wall and foundation beam connection structure, this energy dissipation absorbing outer wall and foundation beam connection structure can slide through S board and angle steel and realize the energy dissipation shock attenuation to the holistic anti-seismic performance of building and security performance have been improved.
In order to achieve the above object, the utility model adopts the following technical scheme: an energy-dissipating and shock-absorbing connecting structure of an outer wall and a foundation beam comprises an outer wall, a foundation beam, corner fittings, angle steel, a fixing assembly, a special binder layer and an indoor terrace layer; the outer wall is an autoclaved aerated concrete slab and is arranged above the foundation beam; the outer side surface of the outer wall is flush with the outer side surface of the foundation beam, and the width of the foundation beam is wider than the width of the outer wall by 50-100 mm; corner fittings are embedded at the inner corners of the top ends of the foundation beams, and the lengths of two sides of each corner fitting are both 100mm and 200 mm; an angle steel is arranged at an inner corner of the bottom end of the outer wall, and the length of each of two sides of the angle steel is 50-100 mm; the angle steel is welded and fixed with the corner fitting; the angle steel is connected with the outer wall through a fixing assembly, and the fixing assembly comprises an embedded anchor bolt and an S plate; one side of the S plate is fixed on the outer wall through an embedded anchor bolt, and the other side of the S plate is lapped on the angle steel; the length of the S plate lapped on the angle steel is 30-90 mm; a special adhesive layer is arranged between the outer wall and the foundation beam; the inboard of foundation beam still is equipped with indoor terrace layer.
Preferably, the foundation beam is a reinforced concrete structure.
Preferably, the thickness of the special adhesive layer is 10-30 mm.
Preferably, the top surface of the foundation beam is 200-300mm higher than the top surface of the indoor terrace layer.
The utility model has the advantages that: the energy dissipation and shock absorption outer wall and foundation beam connecting structure can realize energy dissipation and shock absorption through the sliding of the S plate and the angle steel, so that the overall anti-seismic performance and safety performance of a building are improved.
Drawings
FIG. 1 is a schematic view of a connecting structure of an energy-dissipating and shock-absorbing outer wall and a foundation beam.
Wherein: 1 is the outer wall, 2 is the foundation beam, 3 is the corner fitting, 4 is the angle steel, 51 is the embedded anchor, 52 is the S board, 6 is special binder layer, 7 is indoor terrace layer.
Detailed Description
The present invention will be described in further detail with reference to fig. 1.
As shown in fig. 1, an energy-dissipating and shock-absorbing connecting structure for an external wall and a foundation beam comprises an external wall 1, a foundation beam 2, corner fittings 3, angle steel 4, a fixing assembly, a special adhesive layer 6 and an indoor terrace layer 7; the outer wall 1 is an autoclaved aerated concrete slab, and the outer wall 1 is arranged above the foundation beam 2; the outer side surface of the outer wall 1 is flush with the outer side surface of the foundation beam 2, and the width of the foundation beam 2 is wider than that of the outer wall 1 by 60 mm; corner fittings 3 are embedded at inner corners of the top ends of the foundation beams 2, and the lengths of two sides of each corner fitting 3 are 120 mm; an angle steel 4 is arranged at an inner corner of the bottom end of the outer wall 1, and the length of each of two sides of the angle steel 4 is 60 mm; the angle steel 4 is welded and fixed with the angle piece 3; the angle steel 4 is connected with the outer wall 1 through a fixing component, and the fixing component comprises an embedded anchor bolt 51 and an S plate 52; one side of the S plate 52 is fixed on the outer wall through an embedded anchor bolt 51, and the other side of the S plate 52 is lapped on the angle steel 4; the length of the S plate 52 lapped on the angle iron 4 is 50 mm; a special adhesive layer 6 is arranged between the outer wall 1 and the foundation beam 2; the inboard of foundation beam 2 still is equipped with indoor terrace layer 7.
In specific implementation, the foundation beam 2 is of a reinforced concrete structure.
In specific implementation, the thickness of the special adhesive layer 6 is 20 mm.
During specific implementation, 2 top surfaces of the foundation beams are 300mm higher than the 7 top surfaces of the indoor terrace layers.
Claims (4)
1. The utility model provides an energy dissipation absorbing outer wall and foundation beam connection structure which characterized in that: comprises an outer wall, a foundation beam, an angle piece, angle steel, a fixing component, a special adhesive layer and an indoor terrace layer; the outer wall is an autoclaved aerated concrete slab and is arranged above the foundation beam; the outer side surface of the outer wall is flush with the outer side surface of the foundation beam, and the width of the foundation beam is wider than the width of the outer wall by 50-100 mm; corner fittings are embedded at the inner corners of the top ends of the foundation beams, and the lengths of two sides of each corner fitting are both 100mm and 200 mm; an angle steel is arranged at an inner corner of the bottom end of the outer wall, and the length of each of two sides of the angle steel is 50-100 mm; the angle steel is welded and fixed with the corner fitting; the angle steel is connected with the outer wall through a fixing assembly, and the fixing assembly comprises an embedded anchor bolt and an S plate; one side of the S plate is fixed on the outer wall through an embedded anchor bolt, and the other side of the S plate is lapped on the angle steel; the length of the S plate lapped on the angle steel is 30-90 mm; a special adhesive layer is arranged between the outer wall and the foundation beam; the inboard of foundation beam still is equipped with indoor terrace layer.
2. An energy-dissipating and shock-absorbing exterior wall and foundation beam connecting structure according to claim 1, wherein: the foundation beam is of a reinforced concrete structure.
3. An energy-dissipating and shock-absorbing exterior wall and foundation beam connecting structure according to claim 1, wherein: the thickness of the special adhesive layer is 10-30 mm.
4. An energy-dissipating and shock-absorbing exterior wall and foundation beam connecting structure according to claim 1, wherein: the top surface of the foundation beam is 200-300mm higher than the top surface of the indoor terrace layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920353368.4U CN209907593U (en) | 2019-03-19 | 2019-03-19 | Energy dissipation and shock absorption outer wall and foundation beam connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920353368.4U CN209907593U (en) | 2019-03-19 | 2019-03-19 | Energy dissipation and shock absorption outer wall and foundation beam connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209907593U true CN209907593U (en) | 2020-01-07 |
Family
ID=69032850
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920353368.4U Active CN209907593U (en) | 2019-03-19 | 2019-03-19 | Energy dissipation and shock absorption outer wall and foundation beam connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209907593U (en) |
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2019
- 2019-03-19 CN CN201920353368.4U patent/CN209907593U/en active Active
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