CN209837310U - Connecting structure of outer wall and foundation beam - Google Patents
Connecting structure of outer wall and foundation beam Download PDFInfo
- Publication number
- CN209837310U CN209837310U CN201920353369.9U CN201920353369U CN209837310U CN 209837310 U CN209837310 U CN 209837310U CN 201920353369 U CN201920353369 U CN 201920353369U CN 209837310 U CN209837310 U CN 209837310U
- Authority
- CN
- China
- Prior art keywords
- wall
- foundation beam
- angle steel
- layer
- foundation
- Prior art date
- 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
Links
Abstract
The utility model provides a connecting structure of an outer wall and a foundation beam, which comprises a foundation beam, an outer wall, an indoor terrace layer, angle steel, a metal anchor bolt, a hook bolt and a special binder layer; an outer wall is arranged above the foundation beam, and an indoor terrace layer is connected to the inner side of the foundation beam; the outer side surface of the foundation beam is flush with the outer side surface of the outer wall, and the width of the foundation beam is wider than the width of the outer wall by 50-100 mm; the foundation beam is of a reinforced concrete structure, and the outer wall is an autoclaved aerated concrete slab; an angle steel is arranged at an inner corner of the bottom end of the outer wall; one side of the angle steel is fixed on the top surface of the foundation beam through a metal anchor bolt, and the other side of the angle steel is fixed on the outer wall through a hook bolt; a special adhesive layer is arranged between the outer wall and the foundation beam; the utility model discloses the outer wall has improved the stability ability of node with the connection structure of foundation beam to also improved holistic security performance of building, anti-seismic performance.
Description
Technical Field
The utility model relates to a building field especially relates to a connection structure of outer wall and foundation beam.
Background
The autoclaved aerated concrete slab is a light, porous, fireproof, soundproof and heat-insulating green 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 connecting node of the outer wall and a foundation beam is unstable, so that the overall safety performance and the anti-seismic performance of the building are directly influenced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a connection structure of outer wall and foundation beam, this outer wall has improved the stability ability of node with the connection structure of foundation beam to the holistic security performance of building, anti-seismic performance have also been improved.
In order to achieve the above object, the utility model adopts the following technical scheme: a connecting structure of an outer wall and a foundation beam comprises the foundation beam, the outer wall, an indoor terrace layer, angle steel, a metal anchor bolt, a hook bolt and a special adhesive layer; an outer wall is arranged above the foundation beam, and an indoor terrace layer is connected to the inner side of the foundation beam; the outer side surface of the foundation beam is flush with the outer side surface of the outer wall, and the width of the foundation beam is wider than the width of the outer wall by 50-100 mm; the foundation beam is of a reinforced concrete structure, and the outer wall is an autoclaved aerated concrete slab; an angle steel is arranged at an inner corner of the bottom end of the outer wall; one side of the angle steel is fixed on the top surface of the foundation beam through a metal anchor bolt, and the other side of the angle steel is fixed on the outer wall through a hook bolt; and a special adhesive layer is arranged between the outer wall and the foundation beam.
Preferably, the top surface of the foundation beam is 200-300mm higher than the top surface of the indoor terrace layer.
Preferably, the lengths of both sides of the angle steel are 50-100 mm.
Preferably, the thickness of the special adhesive layer is 10-30 mm.
The utility model has the advantages that: the connecting structure of the outer wall and the foundation beam improves the stability of the node, thereby improving the overall safety performance and the seismic performance of the building.
Drawings
Fig. 1 is a schematic view of a connection structure of an outer wall and a foundation beam.
Wherein: 1 is the foundation beam, 2 is the outer wall, 3 is indoor terrace layer, 4 is the angle steel, 5 is the metal crab-bolt, 6 is the gib head bolt, 7 is special binder layer.
Detailed Description
The present invention will be described in further detail with reference to fig. 1.
As shown in fig. 1, a connection structure of an outer wall and a foundation beam comprises a foundation beam 1, an outer wall 2, an indoor terrace layer 3, angle steel 4, a metal anchor bolt 5, a hook bolt 6 and a special adhesive layer 7; an outer wall 2 is arranged above the foundation beam 1, and an indoor terrace layer 3 is connected to the inner side of the foundation beam; the outer side surface of the foundation beam 1 is flush with the outer side surface of the outer wall 2, and the width of the foundation beam 1 is wider than the width of the outer wall 2 by 60 mm; the foundation beam 1 is of a reinforced concrete structure, and the outer wall 2 is an autoclaved aerated concrete slab; an angle steel 4 is arranged at an inner corner of the bottom end of the outer wall 2; one side of the angle steel 4 is fixed on the top surface of the foundation beam 1 through a metal anchor bolt 5, and the other side of the angle steel 4 is fixed on the outer wall 2 through a hook bolt 6; and a special adhesive layer 7 is arranged between the outer wall 2 and the foundation beam 1.
During specific implementation, the top surface of the foundation beam 1 is 200mm higher than the top surface of the indoor terrace layer 3.
In specific implementation, the lengths of the two sides of the angle steel 4 are both 60 mm.
In specific implementation, the thickness of the special adhesive layer 7 is 20 mm.
Claims (4)
1. The utility model provides a connection structure of outer wall and foundation beam which characterized in that: comprises a foundation beam, an outer wall, an indoor terrace layer, angle steel, a metal anchor bolt, a hook bolt and a special adhesive layer; an outer wall is arranged above the foundation beam, and an indoor terrace layer is connected to the inner side of the foundation beam; the outer side surface of the foundation beam is flush with the outer side surface of the outer wall, and the width of the foundation beam is wider than the width of the outer wall by 50-100 mm; the foundation beam is of a reinforced concrete structure, and the outer wall is an autoclaved aerated concrete slab; an angle steel is arranged at an inner corner of the bottom end of the outer wall; one side of the angle steel is fixed on the top surface of the foundation beam through a metal anchor bolt, and the other side of the angle steel is fixed on the outer wall through a hook bolt; and a special adhesive layer is arranged between the outer wall and the foundation beam.
2. A connection structure of an outer wall and a foundation beam as claimed in claim 1, wherein: the top surface of the foundation beam is 200-300mm higher than the top surface of the indoor terrace layer.
3. A connection structure of an outer wall and a foundation beam as claimed in claim 1, wherein: the length of both sides of the angle steel is 50-100 mm.
4. A connection structure of an outer wall and a foundation beam as claimed in claim 1, wherein: the thickness of the special adhesive layer is 10-30 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920353369.9U CN209837310U (en) | 2019-03-19 | 2019-03-19 | Connecting structure of outer wall and foundation beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920353369.9U CN209837310U (en) | 2019-03-19 | 2019-03-19 | Connecting structure of outer wall and foundation beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209837310U true CN209837310U (en) | 2019-12-24 |
Family
ID=68907096
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920353369.9U Expired - Fee Related CN209837310U (en) | 2019-03-19 | 2019-03-19 | Connecting structure of outer wall and foundation beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209837310U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236486A (en) * | 2020-01-17 | 2020-06-05 | 宝业集团股份有限公司 | Construction method of assembled bamboo energy-saving composite outer wall |
| CN111779141A (en) * | 2020-08-13 | 2020-10-16 | 哈尔滨工业大学（深圳） | Light external wallboard connected node |
| CN114197684A (en) * | 2021-11-19 | 2022-03-18 | 上海奇禹空间结构技术有限公司 | Integrated wallboard assembly and installation and construction method thereof |
-
2019
- 2019-03-19 CN CN201920353369.9U patent/CN209837310U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236486A (en) * | 2020-01-17 | 2020-06-05 | 宝业集团股份有限公司 | Construction method of assembled bamboo energy-saving composite outer wall |
| CN111779141A (en) * | 2020-08-13 | 2020-10-16 | 哈尔滨工业大学（深圳） | Light external wallboard connected node |
| CN114197684A (en) * | 2021-11-19 | 2022-03-18 | 上海奇禹空间结构技术有限公司 | Integrated wallboard assembly and installation and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7882669B2 (en) | Composite concrete shear wall for heat insulation | |
| CN209837310U (en) | Connecting structure of outer wall and foundation beam | |
| CN101845852A (en) | Light steel and light concrete structural system and construction method thereof | |
| CN204551880U (en) | A kind of steam-pressing aero-concrete combined wall board | |
| WO2015120794A1 (en) | Building component replacing plaster layer with prefabricated panel protection layer | |
| CN201649679U (en) | Wall steel ring beam reinforcing structure in masonry structure | |
| CN102312516A (en) | Sandwich composite external wallboard | |
| CN210032319U (en) | Steel construction assembled ecological house wallboard | |
| WO2024055622A1 (en) | Prefabricated component formed by reverse laying and production process therefor | |
| CN206888329U (en) | A kind of autoclaved aerated building block of high intensity | |
| CN201459966U (en) | Self-insulation wall structure for building | |
| CN202577741U (en) | Sintering-free mortar perlite hollow large wallboard | |
| CN209817189U (en) | Inclined wall connecting structure | |
| CN108951887B (en) | Construction method of assembled type autoclaved lightweight concrete parapet joint | |
| CN204040246U (en) | Two plate holder layer insulated wall | |
| CN209907593U (en) | Energy dissipation and shock absorption outer wall and foundation beam connecting structure | |
| CN209837426U (en) | Assembled timber structure combination superstructure | |
| CN202755482U (en) | Chemical inorganic multihole fireproof sound-proofing heat retaining board | |
| CN108035484B (en) | Shock-resistant multi-ribbed composite wallboard | |
| CN111749328A (en) | Novel assembly type beam joint and construction form thereof | |
| CN220486778U (en) | Non-bearing heat preservation wallboard is protected to periphery | |
| CN210316113U (en) | Novel green environment-friendly light grouting wall | |
| CN111485663A (en) | Structure of lightweight concrete masonry for region with higher earthquake-resistant grade and construction method | |
| CN216142276U (en) | High heat preservation performance prefabricated wall body component | |
| CN217580684U (en) | Partition wall corner connection structure in solid slat of polyphenyl granule cement |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191224 Termination date: 20210319 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |