CN206957319U - A kind of damping type building - Google Patents
A kind of damping type building Download PDFInfo
- Publication number
- CN206957319U CN206957319U CN201720901618.4U CN201720901618U CN206957319U CN 206957319 U CN206957319 U CN 206957319U CN 201720901618 U CN201720901618 U CN 201720901618U CN 206957319 U CN206957319 U CN 206957319U
- Authority
- CN
- China
- Prior art keywords
- frame
- plate
- central sill
- damping
- oblique
- 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
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of damping type building,Its structure includes door,Window,House frame,Oblique top layer,The oblique frame of column,Entablature,The solid frame of damping,Central sill,Pillar,Wall,The house frame is to be provided with oblique top layer at the top of rectangular parallelepiped structure,The solid frame of the damping is by upper junction plate,Drilling,Lead for retractable pencil rod,Adjustable spring,Upper bradyseism plate,Reinforcement,Lower connecting plate,Lower bradyseism plate composition,The upper bradyseism plate connects lower bradyseism plate by adjustable spring,The beneficial effects of the utility model are provided with the solid frame of damping,The centre of central sill is fixed on by upper junction plate and lower connecting plate,Flicked when earthquake occurs from lead for retractable pencil rod by adjustable spring toward the left and right sides,Lead for retractable pencil rod can then extend to the direction that upper junction plate consolidates central sill from drilling,Reinforced by reinforcement,With reference to upper bradyseism plate and lower bradyseism plate,So as to mitigate the dynamics of caving in of central sill,Whole of house is avoided to cave in,The wounded is hided and wait rescue personnel's rescue in corner.
Description
Technical field
The utility model is a kind of damping type building, belongs to Architectural Equipment technical field.
Background technology
House is people or the building for depositing thing.
Prior art discloses Application No.:A kind of CN201520530384.8 damping type building, including ground,
And the building built on ground, building substrate is provided between building and ground, and positioned at building substrate
The separation layer of lower section, the spring for connecting ground with building substrate is provided with separation layer;Described building substrate and building
Thing is fixedly connected, and the upper and lower ends of described spring are respectively arranged with spring damping seat and lower spring damping device;Ground is with building
Build and be provided with hydraulic shock-absorption support meanss between substrate.The utility model is simple in construction, and installation operation is easy to use, traditional
On the basis of building, footstock or the bottom of damping material are being respectively arranged for playing the both ends of the spring of damping and supporting function
Seat, serves good damping effect, while is additionally arranged hydraulic shock-absorption support meanss, not only increase only damping effect, and
Can be as needed, the lifting of limited height is realized to building, certain protection against the tide, water-proof function can be played.But its
It is disadvantageous in that house resistance to compression hardness is small, when earthquake occurs, easily caves in and cause danger.
Utility model content
In view of the deficienciess of the prior art, the utility model purpose is to provide a kind of damping type building, to solve
House resistance to compression hardness is small, when earthquake occurs, the problem of causing danger of easily caving in.
To achieve these goals, the utility model is to realize by the following technical solutions:A kind of damping type building
House, its structure include door, window, house frame, oblique top layer, the oblique frame of column, entablature, the solid frame of damping, central sill, pillar, wall
Body, the house frame are to be provided with oblique top layer at the top of rectangular parallelepiped structure, and house frame bottom section is mutually perpendicular to be straight with side
Angle, the height of the house frame are provided with wall for 3m sides, and the height of the wall is equal with house frame, the Men Weichang
Square height shares two for 2.3m and is respectively provided at face center at left and right sides of wall, and the window is that the square length of side is
1.6m, share 4 and be respectively provided at left and right sides of wall, the distance between the window and door are 2m, and the oblique top layer is rectangular
Shape shares 2 bottoms and is respectively provided at the left and right sides at the top of house frame, and the oblique frame of column is that rectangular parallelepiped structure is in equidistant arrangement
It is located at oblique top layer bottom, oblique top layer frame equal length oblique with column and is parallel to each other, the entablature is rectangular parallelepiped structure
With oblique top layer equal length, the entablature connects oblique top layer by the oblique frame of column, and the damping is erected in central sill surface admittedly
Centre, by central sill connecting wall, the central sill shares 2 and is respectively provided at house frame front and rear sides the solid frame of the damping, described
Central sill is mutually perpendicular to as right angle, the pillar be that rectangular parallelepiped structure is highly that 2m is parallel to each other with wall with pillar, the pillar
Pass through central sill connecting wall.The solid frame of the damping by upper junction plate, drilling, lead for retractable pencil rod, adjustable spring, upper bradyseism plate, reinforcement,
Lower connecting plate, lower bradyseism plate composition, the upper junction plate are welded on drilling left side, the lead for retractable pencil rod for a diameter of 5cm of ellipse
To connect lead for retractable pencil rod by drilling through drilling right side, the upper junction plate on the left of cylindrical structure, the lead plug length is
10cm and adjustable spring using being interference fitted, the adjustable spring surface be circular and diameter it is equal with upper junction plate be 5cm, institute
State drilling and adjustable spring is connected by lead for retractable pencil rod, the upper bradyseism plate is that rectangular parallelepiped structure is identical with lower bradyseism plate shape and length
Equal is 17cm, and the upper bradyseism plate connects lower bradyseism plate by adjustable spring, and the reinforcement uses interference with adjustable spring
Coordinate, the lower connecting plate is identical with upper junction plate shape, and the lower connecting plate equal with upper junction plate diameter is 5cm.
Further, the door is that rectangle is welded on surface of wall.
Further, the window is that square is welded at left and right sides of surface of wall.
Further, the oblique top layer is welded on the oblique top of the trellis of column.
Further, the upper junction plate is used with central sill and is interference fitted.
Further, the pillar is that rectangular parallelepiped structure is welded on central sill bottom.
Further, the lead for retractable pencil rod is metal material.
The beneficial effects of the utility model are provided with the solid frame of damping, and central sill is fixed on by upper junction plate and lower connecting plate
Centre, flicked when earthquake occurs from lead for retractable pencil rod by adjustable spring toward the left and right sides, lead for retractable pencil rod can then extend to from drilling
Upper junction plate consolidates the direction of central sill, is reinforced by reinforcement, with reference to upper bradyseism plate and lower bradyseism plate, so as to mitigate central sill
Dynamics of caving in, avoid whole of house from caving in, make the wounded can hide corner wait rescue personnel rescue.
Brief description of the drawings
By reading the detailed description made with reference to the following drawings to non-limiting example, other spies of the present utility model
Sign, objects and advantages will become more apparent upon:
Fig. 1 is a kind of structural representation of damping type building of the utility model;
Fig. 2 is the solid frame schematic diagram of damping of the present utility model.
In figure:Include door -1, window -2, house frame -3, oblique top layer -4, the oblique frame -5 of column, entablature -6, the solid frame of damping -
7th, upper junction plate -701, drilling -702, lead for retractable pencil rod -703, adjustable spring -704, upper bradyseism plate -705, reinforcement -706, lower company
Fishplate bar -707, lower bradyseism plate -708, central sill -8, pillar -9, wall -10.
Embodiment
Technological means, creation characteristic, reached purpose and effect to realize the utility model are easy to understand, below
With reference to embodiment, the utility model is expanded on further.
Fig. 1-Fig. 2 is referred to, the utility model provides a kind of technical scheme:A kind of damping type building, its structure bag
The oblique frame 5 of door 1, window 2, house frame 3, oblique top layer 4, column, entablature 6, the solid frame 7 of damping, central sill 8, pillar 9, wall 10 are included,
The house frame 3 is to be provided with oblique top layer 4 at the top of rectangular parallelepiped structure, and the bottom section of house frame 3 is mutually perpendicular to be straight with side
Angle, the height of the house frame 3 are provided with wall 10 for 3m sides, and the height of the wall 10 is equal with house frame 3, described
Door 1 be that rectangle is highly that 2.3m shares two and is respectively provided at the left and right sides face center of wall 10, and the window 2 is square
The length of side is 1.6m, shares 4 and is respectively provided at the left and right sides of wall 10, and the distance between the window 2 and door 1 are 2m, described oblique
Top layer 4 shares 2 bottoms for rectangle and is respectively provided at the top of house frame 3 left and right sides, and the oblique frame 5 of column is cuboid knot
Structure is located at the bottom of oblique top layer 4 in equidistant arrangement, the oblique top layer 4 equal length of frame 5 oblique with column and is parallel to each other, the upper horizontal stroke
Beam 6 is rectangular parallelepiped structure and the equal length of oblique top layer 4, and the entablature 6 connects oblique top layer 4, the damping by the oblique frame 5 of column
Gu frame 7 is located at the face center of central sill 8, the solid frame 7 of the damping shares 2 difference by the connecting wall 10 of central sill 8, the central sill 8
The front and rear sides of house frame 3 are located at, it is that rectangular parallelepiped structure is high that the central sill 8 is mutually perpendicular to as right angle, the pillar 9 with pillar 9
Spend and be parallel to each other for 2m and wall 10, the pillar 9 passes through the connecting wall 10 of central sill 8.
The solid frame 7 of the damping by upper junction plate 701, drilling 702, lead for retractable pencil rod 703, adjustable spring 704, upper bradyseism plate 705,
Reinforcement 706, lower connecting plate 707, lower bradyseism plate 708 form, and the upper junction plate 701 is welded on for a diameter of 5cm of ellipse
The left side of drilling 702, the lead for retractable pencil rod 703 are to pass through on the left of cylindrical structure through the right side of drilling 702, the upper junction plate 701
The connection lead for retractable pencil of drilling 702 rod 703, the length of lead for retractable pencil rod 703 is 10cm and adjustable spring 704 is used and is interference fitted, described to stretch
The surface of contracting spring 704 be circular and diameter it is equal with upper junction plate 701 be 5cm, described drill 702 is connected by lead for retractable pencil rod 703
Adjustable spring 704, the upper bradyseism plate 705 are that rectangular parallelepiped structure is identical with 708 shapes of lower bradyseism plate and equal length is 17cm,
The upper bradyseism plate 705 connects lower bradyseism plate 708 by adjustable spring 704, and the reinforcement 706 uses with adjustable spring 704
Interference fit, the lower connecting plate 707 is identical with the shape of upper junction plate 701, and the lower connecting plate 707 and upper junction plate 701 are straight
Equal footpath is 5cm.
Lead for retractable pencil rod 703 described in this patent is used in pressing direction in the mould of pressed compact or sintered body internal shaping contoured surface
Part, the reinforcement 706 increase the intensity of faying face.
When user wants to use this patent, the dynamics of the support entablature 6 of central sill 8 is coordinated by pillar 9, by house
The oblique frame 5 of column on framework 3 supports oblique top layer 4, and door 1 can make people be come in and gone out, and window 2, which is easy to open, breathes freely, and passes through upper company
Fishplate bar 701 is fixed on the centre of central sill 8 with lower connecting plate 707, passes through adjustable spring by lead for retractable pencil rod 703 when earthquake occurs
704 flick toward the left and right sides, and lead for retractable pencil rod 703 can then extend to the direction that upper junction plate 701 consolidates central sill 8 from drilling 702, pass through
Reinforcement 706 is reinforced, and with reference to upper bradyseism plate 705 and lower bradyseism plate 708, so as to mitigate the dynamics of caving in of central sill 8, avoids room
Whole of room caves in, and the wounded is hided and waits rescue personnel's rescue in corner.
Door 1 of the present utility model, window 2, house frame 3, oblique top layer 4, the oblique frame 5 of column, entablature 6, the solid frame 7 of damping,
Central sill 8, pillar 9, wall 10, the part that part is universal standard part or those skilled in the art know, its structure and principle
All it can be learnt by technical manual or be known by normal experiment method for this technology personnel, it is to be solved in the utility model
Problem is that house resistance to compression hardness is small, and when earthquake occurs, the problem of causing danger of easily caving in, the utility model passes through above-mentioned portion
Part is combined with each other, and can be provided with the solid frame of damping, the centre of central sill is fixed on by upper junction plate and lower connecting plate, works as generation
Flicked during earthquake from lead for retractable pencil rod by adjustable spring toward the left and right sides, lead for retractable pencil rod can then be extended to from drilling upper junction plate it is firm in
The direction of beam, is reinforced by reinforcement, with reference to upper bradyseism plate and lower bradyseism plate, so as to mitigate the dynamics of caving in of central sill, is kept away
Exempt from whole of house to cave in, the wounded is hided and wait rescue personnel's rescue in corner, it is described in detail below:
Upper junction plate 701 is welded on the left side of drilling 702 for a diameter of 5cm of ellipse, and the lead for retractable pencil rod 703 is cylinder knot
Through the right side of drilling 702 on the left of structure, the upper junction plate 701 by the connection lead for retractable pencil of drilling 702 rod 703, grow by the lead for retractable pencil rod 703
It is 10cm to spend and adjustable spring 704 is used and is interference fitted, and the surface of adjustable spring 704 is circular and diameter and upper junction plate
701 it is equal be 5cm, it is described drilling 702 by lead for retractable pencil rod 703 connect adjustable spring 704, the upper bradyseism plate 705 is cuboid
Structure is identical with 708 shapes of lower bradyseism plate and equal length is 17cm, and the upper bradyseism plate 705 is connected by adjustable spring 704
Lower bradyseism plate 708, the reinforcement 706 is with adjustable spring 704 using interference fit, the lower connecting plate 707 and upper junction plate
701 shapes are identical, and the lower connecting plate 707 equal with the diameter of upper junction plate 701 is 5cm.
The advantages of general principle and principal character of the present utility model and the utility model has been shown and described above, for
For those skilled in the art, it is clear that the utility model is not limited to the details of above-mentioned one exemplary embodiment, 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, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the utility model is by institute
Attached claim rather than described above limit, it is intended that will fall in the implication and scope of the equivalency of claim
All changes are included in the utility model.Any reference in claim should not be considered as to the involved right of limitation
It is required that.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (6)
1. a kind of damping type building, its structure includes door(1), window(2), house frame(3), oblique top layer(4), column it is oblique
Frame(5), entablature(6), the solid frame of damping(7), central sill(8), pillar(9), wall(10), the house frame(3)For cuboid
Structural top is provided with oblique top layer(4), house frame(3)Bottom section is mutually perpendicular to as right angle with side, it is characterised in that:
The house frame(3)Height be provided with wall for 3m sides(10), the wall(10)Height and house frame(3)
It is equal, the door(1)Highly it is that 2.3m shares two and is respectively provided at wall for rectangle(10)Left and right sides face center, it is described
Window(2)It is 1.6m for the square length of side, shares 4 and be respectively provided at wall(10)The left and right sides, the window(2)With door(1)
The distance between be 2m, the oblique top layer(4)2 bottoms, which are shared, for rectangle is respectively provided at house frame(3)Top or so two
Side, the oblique frame of column(5)For rectangular parallelepiped structure oblique top layer is located in equidistant arrangement(4)Bottom, the oblique top layer(4)With column
Oblique frame(5)Equal length and it is parallel to each other, the entablature(6)For rectangular parallelepiped structure and oblique top layer(4)Equal length, it is described on
Crossbeam(6)Pass through the oblique frame of column(5)Connect oblique top layer(4), the solid frame of the damping(7)It is located at central sill(8)Face center, it is described to subtract
The solid frame of shake(7)Pass through central sill(8)Connecting wall(10), the central sill(8)Share 2 and be respectively provided at house frame(3)Front and rear two
Side, the central sill(8)With pillar(9)It is mutually perpendicular to as right angle, the pillar(9)Highly it is 2m and wall for rectangular parallelepiped structure
(10)It is parallel to each other, the pillar(9)Pass through central sill(8)Connecting wall(10),
The solid frame of the damping(7)By upper junction plate(701), drilling(702), lead for retractable pencil rod(703), adjustable spring(704), upper bradyseism
Plate(705), reinforcement(706), lower connecting plate(707), lower bradyseism plate(708)Composition, the upper junction plate(701)For ellipse
A diameter of 5cm is welded on drilling(702)Left side, the lead for retractable pencil rod(703)To run through drilling on the left of cylindrical structure(702)It is right
Side, the upper junction plate(701)Pass through drilling(702)Connect lead for retractable pencil rod(703), the lead for retractable pencil rod(703)Length be 10cm with
Adjustable spring(704)Using interference fit, the adjustable spring(704)Surface is circular and diameter and upper junction plate(701)Phase
Deng for 5cm, the drilling(702)Pass through lead for retractable pencil rod(703)Connect adjustable spring(704), the upper bradyseism plate(705)To be rectangular
Body structure and lower bradyseism plate(708)Shape is identical and equal length is 17cm, the upper bradyseism plate(705)Pass through adjustable spring
(704)The lower bradyseism plate of connection(708), the reinforcement(706)With adjustable spring(704)Using interference fit, the lower connection
Plate(707)With upper junction plate(701)Shape is identical, the lower connecting plate(707)With upper junction plate(701)Equal diameter is 5cm.
A kind of 2. damping type building according to claim 1, it is characterised in that:The door(1)Welded for rectangle
In wall(10)Surface.
A kind of 3. damping type building according to claim 1, it is characterised in that:The window(2)Welded for square
It is connected on wall(10)At left and right sides of surface.
A kind of 4. damping type building according to claim 1, it is characterised in that:The oblique top layer(4)It is welded on vertical
The oblique frame of post(5)Top.
A kind of 5. damping type building according to claim 1, it is characterised in that:The upper junction plate(701)With in
Beam(8)Using interference fit.
A kind of 6. damping type building according to claim 1, it is characterised in that:The pillar(9)For cuboid knot
Structure is welded on central sill(8)Bottom.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720901618.4U CN206957319U (en) | 2017-07-24 | 2017-07-24 | A kind of damping type building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720901618.4U CN206957319U (en) | 2017-07-24 | 2017-07-24 | A kind of damping type building |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206957319U true CN206957319U (en) | 2018-02-02 |
Family
ID=61381235
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720901618.4U Expired - Fee Related CN206957319U (en) | 2017-07-24 | 2017-07-24 | A kind of damping type building |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206957319U (en) |
-
2017
- 2017-07-24 CN CN201720901618.4U patent/CN206957319U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206753106U (en) | A kind of civil construction support frame | |
CN206681333U (en) | A kind of portable building construction scaffold | |
CN206957319U (en) | A kind of damping type building | |
CN207003327U (en) | A kind of highway isolated column being moved easily | |
CN208885037U (en) | A kind of height-adjustable protective fence | |
CN206616731U (en) | A kind of parapet node structure | |
CN206408962U (en) | A kind of safety protection device of municipal road foundation pit | |
CN204081213U (en) | A kind of constructional column exempts from formwork insulation blocks | |
CN205330195U (en) | Safety device of outer wall scaffold | |
CN104905551A (en) | Foldable table | |
CN208668906U (en) | A kind of mobile operating frame for architectural engineering | |
CN203430004U (en) | Movable type safe operation platform with height adjustable | |
CN206351713U (en) | A kind of automobile A column reinforcing plate | |
CN204645788U (en) | Novel earthquake-proof protective construction structure | |
CN206238657U (en) | A kind of telescopic lever case | |
CN203594155U (en) | Wall body structure for shock-proof template houses | |
CN206752497U (en) | The attachment structure of novel upright post and foundation ditch | |
CN207110402U (en) | A kind of scaffold fastening apparatus for building | |
CN104943761B (en) | A kind of earthquake rescue robot | |
CN206667463U (en) | A kind of skyscraper with means for mounting coupling parts | |
CN203569681U (en) | Cantilever beam supporting structure | |
CN203905831U (en) | Guard railing for safety platform pedal | |
CN211671604U (en) | Greenhouse frame structure convenient to reduce windage | |
CN214871417U (en) | Building block mould is used in aerated concrete block processing | |
CN206477252U (en) | A kind of formwork-support of bridge construction |
Legal Events
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: 20180202 Termination date: 20180724 |