CN213836999U - Shock attenuation formula building house structure - Google Patents

Shock attenuation formula building house structure Download PDF

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Publication number
CN213836999U
CN213836999U CN202022524200.0U CN202022524200U CN213836999U CN 213836999 U CN213836999 U CN 213836999U CN 202022524200 U CN202022524200 U CN 202022524200U CN 213836999 U CN213836999 U CN 213836999U
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roof
shock attenuation
column
connecting rod
groove
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CN202022524200.0U
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施文豪
尹霞
施文骏
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Guangdong Xuanhua Construction Co ltd
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Guangdong Xuanhua Construction Co ltd
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Abstract

The utility model discloses a shock attenuation formula building house structure, support including stand, ground and roof, the stand is a plurality of corners that just locate the wall, and is a plurality of the common fixedly connected with roof in stand top supports, the first recess with stand looks adaptation is seted up on the ground surface, in first recess was located to the stand bottom, be equipped with damper between stand and the first recess bottom surface, damper includes two shock attenuation units of laying along first recess axis symmetry, the shock attenuation unit is used for rightly the shock attenuation unit includes horizontal shock attenuation unit and vertical shock attenuation unit, vertical shock attenuation unit includes column casing and compression spring, the utility model discloses in, the cooperation of horizontal shock attenuation unit and vertical shock attenuation unit can make the house bear the impact of wind-force better.

Description

Shock attenuation formula building house structure
Technical Field
The utility model relates to a building house technical field specifically is a shock attenuation formula building house structure.
Background
The most part of houses are buildings designed according to permanent existence, occupy land space, usually have roofs, are mostly completely surrounded by walls, are used as houses, warehouses, factories, livestock huts or other useful buildings, and have top covers, beam columns, walls, foundations and projects capable of forming internal spaces and meeting the requirements of people on production, living, study, public activities and the like.
In some coastal areas, the requirements on the structure of a house are harsh due to the influence of wind power, the house is required to have good shock absorption and shock absorption functions, and the existing house structures cannot well deal with external impact and have weak shock absorption capacity.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shock attenuation formula building house structure to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a shock absorption type building house structure comprises a plurality of upright columns, a foundation and a roof support, wherein the upright columns are arranged at corners of a wall, the top ends of the upright columns are fixedly connected with the roof support together, a first groove matched with the upright columns is formed in the surface of the foundation, the bottoms of the upright columns are arranged in the first groove, a shock absorption assembly is arranged between the upright columns and the bottom surface of the first groove, the shock absorption assembly comprises two shock absorption units symmetrically arranged along the central axis of the first groove, the shock absorption units comprise transverse shock absorption units and longitudinal shock absorption units, each longitudinal shock absorption unit comprises a column barrel and a compression spring, a movable supporting seat is arranged at the bottom of each upright column in a supporting mode, a fixed base is fixedly arranged on the bottom surface of the first groove, a T-shaped rod is fixedly arranged at the center of the bottom of each movable supporting seat, the T-shaped rod is slidably arranged in the column barrel and is limited through the matching of a stop seat and the T-shaped rod, keep off the seat and be fixed in the column casing inner circle, the column casing is fixed to be located the unable adjustment base surface, horizontal shock attenuation unit includes first guide bar, second guide bar and fixed block, activity supporting seat and unable adjustment base edge are articulated respectively and are articulated on one side of first connecting rod and second connecting rod one side, the isometric symmetry of second connecting rod and first connecting rod is laid, second connecting rod and first connecting rod opposite side articulate jointly has first guide bar, first guide bar slides and locates in the second recess, it is equipped with the second guide bar still to slide in the second recess, the second guide bar inboard is in on the stroke position of first guide bar, the outside of second guide bar is passed through the taper spring and is connected with the fixed block, the fixed block is vertical to be fixed in the second recess.
As a further aspect of the present invention: the roof is arranged at the top of the roof support, the cross section of the roof is conical, a conical ventilation cavity is formed between the roof and the roof support, a roof truss is arranged in the conical ventilation cavity, and the roof truss is used for stabilizing the roof at the top of the roof support.
As a further aspect of the present invention: the roof supports and includes horizontal pole and montant, the montant is by being equipped with many parallel arrangement's many, many the montant is connected through the horizontal pole and is firm, the montant is connected between roof and roof support.
As a further aspect of the present invention: the bottom of the conical ventilation cavity is also provided with a heat insulation layer, and the size of the roof support is matched with the surface of the roof support.
As a further aspect of the present invention: and the surface of the movable supporting seat is provided with an anti-slip pad.
As a further proposal of the utility model; and the plurality of upright posts are all made of steel materials.
Compared with the prior art, the beneficial effects of the utility model are that: by arranging the damping assembly between the upright post and the foundation, the primary damping unit and the longitudinal damping unit of the transverse damping unit can convert vertical acting force into horizontal acting force, so that the house can better bear the action of wind force; simultaneously, a conical ventilation cavity is arranged between the roof and the roof support, resistance of the house to wind is reduced, acting force is reduced, vibration is reduced, and the arrangement of the heat insulation layer in the conical ventilation cavity can enable the house to have the dual-action effects of heatstroke prevention, heat insulation and heat preservation while ventilation and shock absorption are achieved.
Drawings
Fig. 1 is a schematic structural view of a shock-absorbing building structure.
Fig. 2 is a schematic view of a shock-absorbing assembly of a shock-absorbing building structure.
Figure 3 is an isometric view of a roof truss in a shock absorbing building construction.
In the figure: 1. a roof; 2. a column; 3. a foundation; 4. a roof truss; 5. a heat insulation layer; 6. a roof support; 7. a first groove; 8. a second groove; 9. a movable support seat; 10. a first link; 11. a second link; 12. a non-slip mat; 13. a column casing; 14. a compression spring; 15. a blocking seat; a T-bar; 17. a fixed base; 18. a first guide bar; 19. a conical spring; 20. a second guide bar; 21. and (5) fixing blocks.
Detailed Description
Reference will now be made in detail to the exemplary embodiments, examples of which are illustrated in the accompanying drawings. When the following description refers to the accompanying drawings, like numbers in different drawings represent the same or similar elements unless otherwise indicated. The implementations described in the exemplary embodiments below are not intended to represent all implementations consistent with the present disclosure. Rather, they are merely examples of apparatus and methods consistent with certain aspects of the present disclosure, as detailed in the appended claims.
Referring to fig. 1 to 3, in an embodiment of the present invention, a damping type building house structure includes a plurality of columns 2, a foundation 3 and a roof support 6, wherein the columns 2 are disposed at corners of a wall, the roof support 6 is fixedly connected to a top end of the plurality of columns 2, a first groove 7 adapted to the columns 2 is disposed on a surface of the foundation 3, a bottom of the columns 2 is disposed in the first groove 7, a damping assembly is disposed between the columns 2 and a bottom surface of the first groove 7, the damping assembly includes two damping units symmetrically disposed along a central axis of the first groove 7, the damping unit includes a transverse damping unit and a longitudinal damping unit, the longitudinal damping unit includes a column barrel 13 and a compression spring 14, a movable support 9 is disposed at a bottom of the column 2, a fixing base 17 is fixedly disposed at a bottom surface of the first groove 7, the center of the bottom of the movable supporting seat 9 is fixedly provided with a T-shaped rod 16, the T-shaped rod 16 is slidably arranged in the column casing 13 and is limited by the matching sliding of the blocking seat 15 and the T-shaped rod 16, the blocking seat 15 is fixed at the inner ring of the column casing 13, the column casing 13 is fixedly arranged on the surface of the fixed base 17, the transverse damping unit comprises a first guide rod 18, a second guide rod 20 and a fixed block 21, the edges of the movable supporting seat 9 and the fixed base 17 are respectively hinged with one side of the first connecting rod 10 and one side of the second connecting rod 11, the second connecting rod 11 and the first connecting rod 10 are symmetrically arranged in equal length, the other sides of the second connecting rod 11 and the first connecting rod 10 are hinged with a first guide rod 18, the first guide rod 18 is slidably arranged in the second groove 8, a second guide rod 20 is further slidably arranged in the second groove 8, the inner side of the second guide rod 20 is positioned at the stroke position of the first guide rod 18, the outer side of the second guide rod 20 is connected with a fixed block 21 through a conical spring 19, and the fixed block 21 is vertically fixed in the second groove 8.
Preferably, the surface of the movable supporting seat 9 is provided with a non-slip mat 12.
In this embodiment, when the acting force of wind on the upright post 2 and the wall in the vertical direction is applied, the damping unit starts to act, the receiving position of the movable supporting seat 9 on the roof 1 is firstly arranged on the non-slip mat 12, the non-slip mat 12 has a non-slip effect on the surface of the movable supporting seat 9 on the upright post 2, under the influence of the acting force in the vertical direction, the vertical damping unit acts, the T-shaped rod 16 slides downwards, the compression spring 14 starts to be extruded, when the bottom of the T-shaped rod 16 contacts with the column casing 13, part of the acting force is weakened in the process, meanwhile, the first connecting rod 10 and the non-slip mat 12 start to slowly contract, after the bottom of the T-shaped rod 16 contacts with the column casing 13, the vertical damping unit starts to act and drives the first guiding rod 18 to slide outwards, because the second guiding rod 20 is arranged at the forming position of the first guiding rod 18, the fixing base 17 starts to press outwards after contacting with the, the conical spring 19 starts to contract, and after the transverse acting force converted from the acting force in the vertical direction is converted, the transverse acting force is buffered and absorbed; the primary damping and the longitudinal damping units of the transverse damping unit can convert vertical acting force into horizontal acting force, and further the house can better bear the effect of wind force.
Referring to fig. 1 to 3, as another preferred embodiment of the present invention, a roof 1 is disposed on the top of the roof support 6, a section of the roof 1 is tapered, and a tapered ventilation cavity is formed between the roof 1 and the roof support 6, a roof truss 4 is disposed in the tapered ventilation cavity, and the roof truss 4 is used for stabilizing the roof 1 on the top of the roof support 6.
In the embodiment, the section of the roof 1 is conical, and a conical ventilation cavity is formed between the roof and the roof support 6, so that ventilation is facilitated, and the resistance of the house to wind is reduced. Reducing forces and vibrations.
Referring to fig. 3, as another preferred embodiment of the present invention, the roof support 6 includes a cross bar and a vertical bar, the vertical bar is provided with a plurality of parallel bars, the plurality of vertical bars are connected by the cross bar, and the vertical bar is connected between the roof 1 and the roof support 6.
In this embodiment, the roof supports 6 are provided to allow ventilation while maintaining the stability of the roof 1, making the house more durable.
Referring to fig. 1, as another preferred embodiment of the present invention, a thermal insulation layer 5 is further disposed at the bottom of the conical ventilation cavity, and the size of the thermal insulation layer 5 is adapted to the surface of the roof support 6.
In this embodiment, the arrangement of the heat preservation and insulation layer 5 can achieve the dual effects of heatstroke prevention, heat insulation and heat preservation of the house while achieving ventilation and shock absorption.
Referring to fig. 1, as another preferred embodiment of the present invention, the plurality of columns 2 are made of steel material.
In this embodiment, the columns 2 are each made of a steel material so that a certain rigidity is maintained.
Other embodiments of the disclosure will be apparent to those skilled in the art from consideration of the specification and practice of the disclosure herein. This application is intended to cover any variations, uses, or adaptations of the disclosure following, in general, the principles of the disclosure and including such departures from the present disclosure as come within known or customary practice within the art to which the disclosure pertains. It is intended that the specification and examples be considered as exemplary only, with a true scope and spirit of the disclosure being indicated by the following claims.
It will be understood that the present disclosure is not limited to the precise arrangements described above and shown in the drawings and that various modifications and changes may be made without departing from the scope thereof. The scope of the present disclosure is limited only by the appended claims.

Claims (6)

1. The damping type building house structure comprises a plurality of columns (2) and a foundation (3), and is characterized in that the columns (2) are arranged at corners of a wall and are a plurality of roof supports (6) fixedly connected to the top ends of the columns (2) together, a first groove (7) matched with the peripheral size of each column (2) is formed in the surface of the foundation (3), the bottom of each column (2) is arranged in the first groove (7), a damping assembly is arranged between each column (2) and the bottom of each first groove (7), each damping assembly comprises two damping units symmetrically arranged along the central axis of each first groove (7), each damping unit comprises a transverse damping unit and a longitudinal damping unit, each longitudinal damping unit comprises a column barrel (13) and a compression spring (14), and a movable supporting seat (9) is arranged at the bottom of each column (2), the bottom surface of the first groove (7) is fixedly provided with a fixed base (17), the center of the bottom of the movable supporting seat (9) is fixedly provided with a T-shaped rod (16), the T-shaped rod (16) is slidably arranged in the column casing (13) and is limited by the sliding of the matching of the blocking seat (15) and the T-shaped rod (16), the blocking seat (15) is fixed on the inner ring of the column casing (13), the column casing (13) is fixed on the surface of the fixed base (17), the transverse damping unit comprises a first guide rod (18), a second guide rod (20) and a fixed block (21), the edges of the movable supporting seat (9) and the fixed base (17) are respectively hinged with one side of a first connecting rod (10) and one side of a second connecting rod (11), the second connecting rod (11) and the first connecting rod (10) are arranged in an isometric symmetry manner, and the other sides of the second connecting rod (11) and the first connecting rod (10) are hinged with a first guide rod (18) together, first guide bar (18) slide and locate in second recess (8), still slide in second recess (8) and be equipped with second guide bar (20), second guide bar (20) are in the stroke position of first guide bar (18), the outside of second guide bar (20) is connected through conical spring (19) and fixed block (21), fixed block (21) are vertical to be fixed in second recess (8).
2. A shock absorbing building construction according to claim 1, c h a r a c t e r i z e d in that the roof support (6) is provided with a roof (1) on top, that the roof (1) is conical in cross-section and that a conical ventilation chamber is formed between the roof support (6), that a roof truss (4) is provided in the conical ventilation chamber, and that the roof truss (4) is used for the stable support of the roof (1) above the roof support (6).
3. A shock-absorbing building house structure according to claim 2, c h a r a c t e r i z e d in that the roof support (6) comprises a cross bar and a vertical bar, the vertical bar is composed of a plurality of bars arranged in parallel, the plurality of vertical bars are connected firmly through the cross bar, and the vertical bar is connected between the roof (1) and the roof support (6).
4. A shock absorbing building construction according to claim 2, c h a r a c t e r i z e d in that the conical ventilation cavity bottom is further provided with a thermal insulation layer (5), the thermal insulation layer (5) being dimensioned to fit the roof support (6) surface.
5. A shock absorbing building construction according to claim 1, c h a r a c t e r i z e d in that the surface of the movable support (9) is provided with non-slip mats (12).
6. A shock absorbing building construction according to claim 1, c h a r a c t e r i z e d in that a plurality of said uprights (2) are made of steel material.
CN202022524200.0U 2020-11-03 2020-11-03 Shock attenuation formula building house structure Active CN213836999U (en)

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Application Number Priority Date Filing Date Title
CN202022524200.0U CN213836999U (en) 2020-11-03 2020-11-03 Shock attenuation formula building house structure

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Application Number Priority Date Filing Date Title
CN202022524200.0U CN213836999U (en) 2020-11-03 2020-11-03 Shock attenuation formula building house structure

Publications (1)

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CN213836999U true CN213836999U (en) 2021-07-30

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113882543A (en) * 2021-10-13 2022-01-04 浙江城颐工程设计有限公司 House building anti-seismic structure
CN117605148A (en) * 2024-01-22 2024-02-27 成都中品建设工程有限公司 Green building and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113882543A (en) * 2021-10-13 2022-01-04 浙江城颐工程设计有限公司 House building anti-seismic structure
CN113882543B (en) * 2021-10-13 2022-11-11 浙江城颐工程设计有限公司 House building anti-seismic structure
CN117605148A (en) * 2024-01-22 2024-02-27 成都中品建设工程有限公司 Green building and construction method thereof
CN117605148B (en) * 2024-01-22 2024-04-30 成都中品建设工程有限公司 Green building and construction method thereof

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