CN207714535U - A kind of constructional device of building bearing - Google Patents
A kind of constructional device of building bearing Download PDFInfo
- Publication number
- CN207714535U CN207714535U CN201721719954.3U CN201721719954U CN207714535U CN 207714535 U CN207714535 U CN 207714535U CN 201721719954 U CN201721719954 U CN 201721719954U CN 207714535 U CN207714535 U CN 207714535U
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- China
- Prior art keywords
- floor
- steel plate
- mixed mud
- frame
- frame column
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Abstract
The utility model discloses a kind of constructional devices of building bearing,Its structure includes precast reinforced mixed mud floor,Reinforced concrete floor,Frame column,Fixing bolt,Vierendeel girder,Exterior enclosure wall,Floor,Load carrier,Roof framework,Precast reinforced mixed mud floor insertion is installed on above roof framework,Reinforced concrete floor is installed on Vierendeel girder left end,Fixing bolt is through frame column,A kind of precast reinforced mixed mud floor of its structure of the constructional device of building bearing of Vierendeel girder the utility model parallel with precast reinforced mixed mud floor is transmitted to power in damping device by frame column,On upper pre-embedded steel slab and junction steel plate is by transmitting the pressure got off to top,At this moment the rubber layer in damping device,The vibration amplitude that steel plate layer will carry out flexible running to reduce,And rubber layer,The big reduction pressure of steel plate layer internal friction,By dissipating power frame,Pressure is transmitted to underground by counterpoise plate,Bearing capacity,Good damping effect,The problem of building structure is less likely to be damaged.
Description
Technical field
The utility model is a kind of constructional device of building bearing, belongs to load carrier field.
Background technology
Building structure generally refers to two parts of load-carrying members and building enclosure of its building, and house is before construction, root
Its structure type, its durability of the house of various structures, shock resistance, safety are determined according to its number of plies, cost, construction for building etc.
Property and space performance are different, and mainly have a reinforced concrete frame structure, shear wall structure, frame-shear-wall structure,
Frame-tube structure and tube structure, frame-tube structure and tube structure are applied to super-high building structure, and cast in place reinforced bar is mixed
Xtah Crude Clay structure frame structure is generally made of beam, plate, column, its main feature is that frame structure flexible arrangement, has larger interior
Space, use is more convenient, and the floor of frame structure mostly uses greatly cast-in-situ reinforced concrete slab, due to there is the column of frame structure to cut
Face is larger, and unsuitable furniture installation and finishing influence indoor use, use less, Integration Framework structure in residential housing in the past
There are a kind of light-duty residential structure of shaped pile frame and Short Pier Shear Wall Structures in New Dwelling in feature.
Prior art discloses application No. is：201520028120.2 a kind of building bearing constructional device, including branch
Frame ontology, the rack body include the braced frame of overhead support frame, bottom support frame and 1 or more, the support
Frame is connected with overhead support frame, bottom support frame respectively, but the bearing capacity of the prior art, damping effect are poor, build
Building structure is easily damaged.
Utility model content
In view of the deficienciess of the prior art, the utility model aim is to provide a kind of constructional device of building bearing, with
Solve the problem of that the poor building structure of prior art bearing capacity, damping effect is easily damaged.
To achieve the goals above, the utility model is to realize by the following technical solutions：A kind of building bearing
Constructional device, structure include precast reinforced mixed mud floor, reinforced concrete floor, frame column, fixing bolt, Vierendeel girder,
Exterior enclosure wall, floor, load carrier, roof framework, the precast reinforced mixed mud floor insertion are installed on above roof framework,
The reinforced concrete floor is installed on Vierendeel girder left end, and the frame column is perpendicular to reinforced concrete floor, the fixed spiral shell
Bolt is through frame column, and the Vierendeel girder is parallel with precast reinforced mixed mud floor, and the exterior enclosure wall is installed on floor
End, the load carrier include damping device, dissipate power frame, counterpoise plate, spandrel girder, and the damping device is installed on scattered power frame
End, the scattered power frame are welded on counterpoise plate upper end, and the counterpoise plate is installed on spandrel girder upper end, and the damping device includes rubber
Layer, steel plate layer, lead for retractable pencil, upper pre-embedded steel slab, upper junction steel plate, connecting-rod bolts, the rubber layer are set to steel plate layer upper end, the lead
Core is installed on junction steel plate lower end, and the upper pre-embedded steel slab is welded in junction steel plate upper end, the connecting-rod bolts through
Upper junction steel plate.
Further, the floor is parallel with reinforced concrete floor.
Further, the load carrier insertion is installed on floor lower end.
Further, the roof framework and frame column are perpendicular.
Further, the roof framework is parallel to pre-embedded steel slab.
Further, the frame column is mixed mud material, has the effect of antidetonation.
Further, the load carrier is long 1m, width 1m.
Advantageous effect
A kind of precast reinforced mixed mud floor of its structure of the constructional device of building bearing of the utility model passes through frame column handle
Power is transmitted in damping device, and on upper pre-embedded steel slab and junction steel plate is by the pressure got off is transmitted to top, and at this moment damping fills
The vibration amplitude that rubber layer, steel plate layer in setting will carry out flexible running to reduce, and rubber layer, steel plate layer internal friction
It is big to reduce pressure, pressure is being transmitted to underground, bearing capacity, good damping effect by scattered power frame, counterpoise plate, building structure is not allowed
It is fragile.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural schematic diagram of the constructional device of building bearing of the utility model；
Fig. 2 is the structural schematic diagram of the load carrier of the utility model；
Fig. 3 is the diagrammatic cross-section of the damping device of the utility model；
In figure：Precast reinforced mixed mud floor -1, reinforced concrete floor -2, frame column -3, fixing bolt -4, frame
Beam -5, exterior enclosure wall -6, floor -7, load carrier -8, roof framework -9, damping device -81, dissipate power frame -82, counterpoise plate -83,
Spandrel girder -84, rubber layer -811, steel plate layer -812, lead for retractable pencil -813, upper pre-embedded steel slab -814, upper junction steel plate -815, connecting rod spiral shell
Bolt -816.
Specific implementation mode
To make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, below
In conjunction with specific implementation mode, the utility model is expanded on further.
It please refers to Fig.1, Fig. 2, Fig. 3, the utility model provides a kind of constructional device technical solution of building bearing：Its structure
Including precast reinforced mixed mud floor 1, reinforced concrete floor 2, frame column 3, fixing bolt 4, Vierendeel girder 5, exterior enclosure wall 6,
Floor 7, load carrier 8, roof framework 9, the precast reinforced insertion of mixed mud floor 1 is installed on 9 top of roof framework, described
Reinforced concrete floor 2 is installed on 5 left end of Vierendeel girder, and the frame column 3 is perpendicular to reinforced concrete floor 2, the fixed spiral shell
Bolt 4 is through frame column 3, and the Vierendeel girder 5 is parallel with precast reinforced mixed mud floor 1, and the exterior enclosure wall 6 is installed on ground
7 upper end of plate, the load carrier 8 include damping device 81, dissipate power frame 82, counterpoise plate 83, spandrel girder 84, the damping device 81
It is installed on scattered 82 upper end of power frame, the scattered power frame 82 is welded on 83 upper end of counterpoise plate, and the counterpoise plate 83 is installed on spandrel girder 84
Upper end, the damping device 81 include rubber layer 811, steel plate layer 812, lead for retractable pencil 813, upper pre-embedded steel slab 814, upper junction steel plate
815, connecting-rod bolts 816, the rubber layer 811 are set to 812 upper end of steel plate layer, and the lead for retractable pencil 813 is installed on junction steel plate 815
Lower end, the upper pre-embedded steel slab 814 are welded in 815 upper end of junction steel plate, and the connecting-rod bolts 816 are through upper junction steel plate
815, the floor 7 is parallel with reinforced concrete floor 2, and the insertion of the load carrier 8 is installed on 7 lower end of floor, the room
Top frame 9 is installed on 3 upper end of frame column, and the frame column 3 is installed on 8 upper end of load carrier, and the frame column 3 is mixed mud material
Material has the effect of that antidetonation, the load carrier 8 are long 1m, width 1m.
Frame column 3 described in this patent is exactly the load that Liang Heban is transmitted to be born in frame structure, and load is transmitted to
Basis is main vertical supporting structure, the superficial layer on the floor 7, i.e. house earth surface or flooring, by timber or other materials
It makes, the classification on floor has very much, has by textural classification：Solid wooden floor board, reinforced composite wooden floor, three-layer wood composite flooring,
Bamboo-wood floor, anticorrosive floor board, cork flooring and current most popular multi-layer solid wood composite floor etc.；Classification by use has：Family
With commercially using, antistatic floor, outdoor flooring, the special floor of choreography, special floor in Stadium field, track and field is exclusively
Plate etc.；Have by environmental protection grade classification：E0 grades of floors, E1 grades of floors, F4 ranks floor, F4 stars floor of JAS star criterias etc..
When being used, precast reinforced mixed mud floor 1 is transmitted to power in damping device 81 by frame column 3, upper pre-
It buries on steel plate 814 and junction steel plate 815 is by the pressure got off is transmitted to top, at this moment the rubber layer 811 in damping device, steel
The vibration amplitude that plate layer 802 will carry out flexible running to reduce, and rubber layer 811, the big reduction of 812 internal friction of steel plate layer
Pressure is being transmitted to underground by pressure by scattered power frame 82, counterpoise plate 83.
The utility model solves the problem of the problem of bearing capacity, damping effect are poor, and building structure is easily damaged, this practicality
Power is transmitted to damping by novel being combined with each other by above-mentioned component, the precast reinforced mixed mud floor 1 of structure by frame column 3
In device 81, on upper pre-embedded steel slab 814 and junction steel plate 815 is by transmitting the pressure got off to top, at this moment in damping device
Rubber layer 811, the vibration amplitude that will carry out flexible running to reduce of steel plate layer 802, and rubber layer 811, steel plate layer 812
The big reduction pressure of internal friction, by dissipating power frame 82, pressure is transmitted to underground by counterpoise plate 83, bearing capacity, good damping effect,
The problem of building structure is less likely to be damaged, it is described in detail below:
The load carrier 8 includes damping device 81, dissipates power frame 82, counterpoise plate 83, spandrel girder 84, the damping device 81
It is installed on scattered 82 upper end of power frame, the scattered power frame 82 is welded on 83 upper end of counterpoise plate, and the counterpoise plate 83 is installed on spandrel girder 84
Upper end, the damping device 81 include rubber layer 811, steel plate layer 812, lead for retractable pencil 813, upper pre-embedded steel slab 814, upper junction steel plate
815, connecting-rod bolts 816, the rubber layer 811 are set to 812 upper end of steel plate layer, and the lead for retractable pencil 813 is installed on junction steel plate 815
Lower end, the upper pre-embedded steel slab 814 are welded in 815 upper end of junction steel plate, and the connecting-rod bolts 816 are through upper junction steel plate
815。
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above, for
For those skilled in the art, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms, therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent requirements of the claims
All changes are embraced therein, and any reference numeral in claim should not be considered as to the involved right of limitation
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (5)
1. a kind of constructional device of building bearing, it is characterised in that：Its structure includes precast reinforced mixed mud floor (1), reinforcing bar
Mixed mud floor (2), frame column (3), fixing bolt (4), Vierendeel girder (5), exterior enclosure wall (6), floor (7), load carrier
(8), roof framework (9), the precast reinforced mixed mud floor (1) is embedded to be installed on above roof framework (9), and the reinforcing bar is mixed
Soil floor (2) is installed on Vierendeel girder (5) left end, and the frame column (3) is perpendicular to reinforced concrete floor (2), the fixation
Bolt (4) is through frame column (3), and the Vierendeel girder (5) is parallel with precast reinforced mixed mud floor (1), the peripheral protective
Wall (6) is installed on floor (7) upper end, the load carrier (8) includes damping device (81), dissipate power frame (82), counterpoise plate (83),
Spandrel girder (84), the damping device (81) are installed on scattered power frame (82) upper end, and the scattered power frame (82) is welded on counterpoise plate
(83) upper end, the counterpoise plate (83) are installed on spandrel girder (84) upper end, the damping device (81) include rubber layer (811),
Steel plate layer (812), lead for retractable pencil (813), upper pre-embedded steel slab (814), upper junction steel plate (815), connecting-rod bolts (816), the rubber
Layer (811) is set to steel plate layer (812) upper end, and the lead for retractable pencil (813) is installed on junction steel plate (815) lower end, described pre-buried
Steel plate (814) is welded in junction steel plate (815) upper end, and the connecting-rod bolts (816) are through upper junction steel plate (815).
2. a kind of constructional device of building bearing according to claim 1, it is characterised in that：The floor (7) and reinforcing bar
Mixed mud floor (2) is parallel.
3. a kind of constructional device of building bearing according to claim 1, it is characterised in that：The load carrier (8) is embedding
Enter to be installed on floor (7) lower end.
4. a kind of constructional device of building bearing according to claim 1, it is characterised in that：The roof framework (9) with
Frame column (3) is perpendicular.
5. a kind of constructional device of building bearing according to claim 1, it is characterised in that：The roof framework (9) is flat
Row is in upper pre-embedded steel slab (814).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721719954.3U CN207714535U (en) | 2017-12-11 | 2017-12-11 | A kind of constructional device of building bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721719954.3U CN207714535U (en) | 2017-12-11 | 2017-12-11 | A kind of constructional device of building bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207714535U true CN207714535U (en) | 2018-08-10 |
Family
ID=63060426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721719954.3U Expired - Fee Related CN207714535U (en) | 2017-12-11 | 2017-12-11 | A kind of constructional device of building bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207714535U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145139A (en) * | 2019-05-17 | 2019-08-20 | 湖南城建职业技术学院 | A kind of large space relay bungalow building structure |
-
2017
- 2017-12-11 CN CN201721719954.3U patent/CN207714535U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145139A (en) * | 2019-05-17 | 2019-08-20 | 湖南城建职业技术学院 | A kind of large space relay bungalow building structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180810 Termination date: 20181211 |