CN210049448U - Wall body and girder steel dry process connection structure and room body - Google Patents
Wall body and girder steel dry process connection structure and room body Download PDFInfo
- Publication number
- CN210049448U CN210049448U CN201920503277.4U CN201920503277U CN210049448U CN 210049448 U CN210049448 U CN 210049448U CN 201920503277 U CN201920503277 U CN 201920503277U CN 210049448 U CN210049448 U CN 210049448U
- Authority
- CN
- China
- Prior art keywords
- wall
- wall body
- structural beam
- steel
- connection structure
- 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.)
- Active
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model relates to a building structure technical field, concretely relates to wall body and girder steel dry process connection structure and room body. The wall body and steel beam dry method connecting structure comprises a structural beam, a wall body and a connecting piece, wherein the wall body is positioned on the lower side of the structural beam, the connecting piece is provided with a first connecting part wrapping the structural beam and a second connecting part fixedly connected with the wall body, and the wall body is fixedly connected with the structural beam through the connecting piece. The utility model discloses a wall body and girder steel dry process connection structure have the sound insulation effectual, advantage that fire behavior is high.
Description
Technical Field
The utility model relates to a building structure technical field, concretely relates to wall body and girder steel dry process connection structure and room body.
Background
The wall body is installed according to use and designing requirement usually to the building when fitment, and traditional mounting means is the piling of brick usually, and the piling of brick needs materials such as brick, cement, and the raw and other materials that need are more, and needs professional personnel to pile up, and the amount of labour is big, and construction period is longer. At present, the other wall construction mode is a wall construction mode adopting standardized modules, the wall is prefabricated in a factory and is installed on site, the wall is arranged and fixed during installation, the wall and the steel structure beam are fixedly installed, the operation is simple, installation is not needed by professional personnel, the construction period is short, and the construction efficiency is high. In the two installation modes, the steel structure beam and the wall body are connected in a conventional mode, one mode is that a fireproof coating at the bottom of the lower flange of the steel structure beam is polished and wiped off, the steel structure beam and the wall body are welded together, the other mode is that a metal embedded part is reserved on the lower flange of the steel structure beam, and the metal embedded part and the wall body are welded. In addition, in the construction process, the fireproof coating of the steel structure beam is damaged, and the fireproof performance of the whole building is affected.
SUMMERY OF THE UTILITY MODEL
Therefore, the to-be-solved technical problem of the utility model lies in overcoming among the prior art wall body and steel construction roof beam and connecting the back sound insulation effect poor, the defect that fire behavior descends to it is effectual to provide a sound insulation, wall body and girder steel dry method connection structure that fire behavior is high, and is provided with this wall body and girder steel dry method connection structure's room body.
In order to solve the problem, the utility model discloses a wall body and girder steel dry process connection structure, including the structure roof beam, and be located the wall body of structure roof beam downside still includes the connecting piece, and the connecting piece has the parcel the first connecting portion of structure roof beam, and with wall body fixed connection's second connecting portion, the wall body with the structure roof beam passes through connecting piece fixed connection.
The connecting pieces are arranged at intervals along the length direction of the structural beam.
The structural beam is I-shaped, and the first connecting portion wraps the lower flange of the structural beam.
First connecting portion are first U type groove, the bottom flange is installed first U type inslot, the both sides wall in first U type groove is inwards buckled, will the bottom flange parcel is in first U type inslot.
Still including setting up the shock attenuation gasket between first connecting portion and the structure roof beam.
The second connecting portion are second U-shaped grooves with openings facing the wall body, and the wall body is inserted into the second U-shaped grooves.
The structural beam is I-shaped steel.
The wall body is a prefabricated standard wall body, and one side of the wall body, which is close to the structural beam, is of a metal structure.
The utility model discloses a room body has foretell wall body and girder steel dry process connection structure.
The utility model discloses technical scheme has following advantage:
1. the utility model provides a wall body and girder steel dry process connection structure, including the structure roof beam, be located the wall body of structure roof beam downside, and connecting piece, connecting piece have the parcel the first connecting portion of structure roof beam, and with wall body fixed connection's second connecting portion, the wall body with the structure roof beam passes through connecting piece fixed connection. Namely, when the connecting piece is connected with the structural beam, the fireproof coating of the structural beam is not damaged, and the structural beam has better fireproof performance, so that the fireproof performance of the whole house body is good; moreover, the wall body and the structural beam are not directly rigidly connected, so that the vibration sound transmission effect is relatively poor, namely, the sound insulation effect of the wall body and the steel beam dry-method connecting structure is good, and the sound insulation effect of the whole house body is also good.
2. The utility model provides a wall body and girder steel dry process connection structure, first connecting portion parcel being close to of structure roof beam the one end of wall body, the structure size of first connecting portion parcel is less relatively, and the consumptive material of first connecting portion is less, more save material.
3. The utility model provides a wall body and girder steel dry method connection structure sets up the reduction vibrations transaudient that shock attenuation gasket can step forward, makes to be provided with the utility model discloses a wall body is better with girder steel dry method connection structure's room body sound insulation effect.
4. The utility model provides a wall body and girder steel dry process connection structure, the structure roof beam be the I-steel with the wall body is close to one side of structure roof beam is metal construction, promptly, and the room body is the building of steel construction class, and the construction is under construction very fast, construction cycle and efficient.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of a front view of a wall and steel beam dry-method connection structure of the present invention;
FIG. 2 is a schematic cross-sectional view of A-A of FIG. 1;
description of reference numerals:
1-a structural beam; 2-a connector; 3-a first connection; 4-a lower flange; 5-a shock-absorbing gasket; 6-fireproof coating.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
The wall body and girder steel dry method connection structure of this embodiment, mainly used steel construction building, steel construction building compare traditional concrete building, have replaced reinforced concrete with steel sheet or shaped steel, and intensity is higher, and the shock resistance is better. And because the components can be manufactured in factories and installed on site, the construction period is greatly reduced. Because the steel can be repeatedly used, the construction waste can be greatly reduced, and the steel is more environment-friendly, so the steel is widely adopted by all countries in the world and is applied to industrial buildings and civil buildings. The dry-method connection structure of the wall body and the steel beam is shown in fig. 1 and fig. 2, and comprises a structural beam 1, a wall body positioned at the lower side of the structural beam 1, a connecting piece 2 and a damping gasket 5. The structural beam 1 is I-shaped steel, one side of the wall body, which is close to the structural beam 1, is of a metal structure, and the wall body is a factory-prefabricated standard wall body.
The connecting piece 2 is arranged between the structural beam 1 and the wall body, and is provided with a first connecting part 3 wrapping the structural beam 1 and a second connecting part fixedly connected with the wall body, and the wall body is fixedly connected with the structural beam 1 through the connecting piece 2. As shown in fig. 1, the connecting members 2 in this embodiment are arranged at intervals along the length direction of the structural beam 1, and when the connecting members are arranged at intervals, the strength requirements of the wall and the structural beam 1 can be met, and the material and the operation during connection can be saved.
First connecting portion 3 is first U type groove, first connecting portion 3 parcel the bottom flange 4 of structure roof beam 1, promptly, bottom flange 4 is installed first U type inslot, the both sides wall in first U type groove is inwards buckled, will bottom flange 4 parcel is in first U type inslot. And one side of the connecting piece 2 close to the wall body is the second connecting part.
The shock absorption gasket 5 is arranged between the first connecting part 3 and the structural beam 1, the connecting parts 2 are arranged on the structural beam 1 at intervals, and the shock absorption gasket 5 is also arranged between the structural beam 1 and the wall body at other positions where the connecting parts 2 are not arranged.
Because the connecting piece 2 and the shock absorption gasket 5 isolate the structural beam 1 from the wall body, the effects of avoiding vibration and sound transmission and keeping the fireproof coating 6 of the structural beam 1 complete are achieved, the connecting mode of the second connecting part and the wall body is relatively free, namely, the second connecting part can also be a second U-shaped groove with an opening facing the wall body, and the wall body is inserted into the second U-shaped groove and can also be welded with the wall body.
In the embodiment, when the connecting piece 2 is connected with the structural beam 1, the fireproof coating 6 of the structural beam 1 is not damaged, and the structural beam 1 has better fireproof performance, so that the whole house body has good fireproof performance; moreover, the wall body is not directly and rigidly connected with the structural beam 1, so that the vibration sound transmission effect is relatively poor, namely, the sound insulation effect of the wall body and the steel beam dry-method connection structure is good, and the sound insulation effect of the whole house body is also good.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications can be made without departing from the scope of the invention.
Claims (9)
1. A wall and steel beam dry method connection structure comprises a structure beam (1) and a wall body positioned at the lower side of the structure beam (1), and is characterized by also comprising,
the connecting piece (2) is provided with a first connecting part (3) wrapping the structural beam (1) and a second connecting part fixedly connected with the wall body, and the wall body is fixedly connected with the structural beam (1) through the connecting piece (2).
2. A wall and steel beam dry-laid connection according to claim 1, characterised in that the connectors (2) are spaced apart along the length of the structural beam (1).
3. The wall and steel beam dry-method connection structure as claimed in claim 2, wherein the structural beam (1) is i-shaped, and the first connection portion (3) wraps the lower flange (4) of the structural beam (1).
4. The wall and steel beam dry method connecting structure according to claim 3, wherein the first connecting part (3) is a first U-shaped groove, the lower flange (4) is installed in the first U-shaped groove, two side walls of the first U-shaped groove are bent inwards, and the lower flange (4) is wrapped in the first U-shaped groove.
5. A wall and steel beam dry-laid connection according to any one of claims 1 to 4, characterized by further comprising a shock-absorbing shim (5) arranged between the first connection (3) and the structural beam (1).
6. The wall and steel beam dry-method connection structure as claimed in any one of claims 1 to 4, wherein the second connection part is a second U-shaped groove with an opening facing the wall, and the wall is inserted into the second U-shaped groove.
7. The wall and steel beam dry-laid connection structure as claimed in any one of claims 1 to 4, wherein the structural beam (1) is an I-steel.
8. The wall and steel beam dry-method connection structure as claimed in any one of claims 1 to 4, wherein the wall is a prefabricated standard wall, and one side of the wall close to the structural beam (1) is of a metal structure.
9. A roof body having a wall to steel beam dry-laid connection as claimed in any one of claims 1 to 8.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920503277.4U CN210049448U (en) | 2019-04-12 | 2019-04-12 | Wall body and girder steel dry process connection structure and room body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920503277.4U CN210049448U (en) | 2019-04-12 | 2019-04-12 | Wall body and girder steel dry process connection structure and room body |
Publications (1)
Publication Number | Publication Date |
---|---|
CN210049448U true CN210049448U (en) | 2020-02-11 |
Family
ID=69379671
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920503277.4U Active CN210049448U (en) | 2019-04-12 | 2019-04-12 | Wall body and girder steel dry process connection structure and room body |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN210049448U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109989504A (en) * | 2019-04-12 | 2019-07-09 | 中国建筑设计研究院有限公司 | A kind of wall and girder steel dry method connection structure and house body |
-
2019
- 2019-04-12 CN CN201920503277.4U patent/CN210049448U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109989504A (en) * | 2019-04-12 | 2019-07-09 | 中国建筑设计研究院有限公司 | A kind of wall and girder steel dry method connection structure and house body |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN210049448U (en) | Wall body and girder steel dry process connection structure and room body | |
CN107620402B (en) | Assembled building | |
CN205348393U (en) | Steel construction unit -installment wall body and girder steel cladding node thereof | |
CN107313516B (en) | Autoclaved aerated concrete wallboard and steel girder connecting node structure and construction method thereof | |
CN211817259U (en) | Bidirectional damping connecting device for aerated concrete externally-hung wall plate | |
CN211229011U (en) | Light steel light concrete structure | |
CN211229215U (en) | Partition wall coping component and partition wall | |
CN210263417U (en) | Structure of bearing node is connected with girder steel to translation formula precast concrete externally-hung wallboard | |
KR20130068833A (en) | A assembly apparatus roof pannel | |
CN215483841U (en) | Large-span steel roof bottom fire prevention shutoff partition wall mounting structure | |
CN211622101U (en) | House bearing wall structure | |
CN210562682U (en) | Multifunctional ALC zero-splicing integral peripheral wall panel | |
CN210887765U (en) | Wallboard with high stability structure | |
CN211229046U (en) | Connecting piece and ALC slat installation node structure | |
CN211950112U (en) | Aluminum alloy door frame pre-buried formula fire prevention connection mounting structure | |
CN211114297U (en) | Earthquake-resistant structure of GRC curtain wall board | |
CN210194697U (en) | Basement barricade waterproof construction | |
CN205348394U (en) | Steel construction unit -installment wall body and girder steel cladding node thereof | |
CN213572417U (en) | Vertical connecting device for connecting wallboard components | |
KR101723515B1 (en) | A structure for strengthening masonry and reinforcing method of masonry buildings using the same | |
CN109989504A (en) | A kind of wall and girder steel dry method connection structure and house body | |
CN210827913U (en) | Precast concrete wall connection structure | |
CN217949489U (en) | Necking type floor support plate | |
CN220150551U (en) | Mounting structure of assembled aerated concrete heat preservation external wall panel | |
CN110499871B (en) | Horse head wall roof pressing component and horse head wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |