CN115182503A - Prefabricated damping component for fabricated building and construction method - Google Patents

Prefabricated damping component for fabricated building and construction method Download PDF

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Publication number
CN115182503A
CN115182503A CN202211042364.7A CN202211042364A CN115182503A CN 115182503 A CN115182503 A CN 115182503A CN 202211042364 A CN202211042364 A CN 202211042364A CN 115182503 A CN115182503 A CN 115182503A
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Prior art keywords
ring
prefabricated
damping
metal
shock
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CN202211042364.7A
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Chinese (zh)
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CN115182503B (en
Inventor
蒋国平
肖三霞
郑国琛
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Fujian Jiangxia University
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Fujian Jiangxia University
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses a prefabricated damping component for an assembly type building and a construction method, belonging to the technical field of assembly type building theory, and comprising a damping ring and a metal column, wherein the damping ring is sleeved on the outer side of the metal column; a plurality of adjusting wrenches for adjusting the damping ring are arranged on the damping ring, and the adjusting wrenches are positioned outside the damping ring; still including shock attenuation outer loop and metal outer pole, the metal outer pole is inserted and is established in the shock attenuation outer loop, just the shock attenuation outer loop disposes four metal outer poles, through the configuration the shock attenuation ring the shock attenuation outer loop the metal outer pole with the adjustment spanner for when taking place vibrations, the adjustment spanner passes through under the control of shock attenuation outer loop and the metal outer pole, through the extrusion of shock attenuation ring, can adjust the position of metal post prevents the metal post collapses.

Description

Prefabricated damping component for fabricated building and construction method
Technical Field
The invention relates to the technical field of assembly type building theory, in particular to a prefabricated damping component for an assembly type building and a construction method.
Background
The fabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall slabs, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode. The prefabricated building mainly comprises a prefabricated concrete structure, a steel structure, a modern wood structure building and the like, and is a representative of a modern industrial production mode due to the adoption of standardized design, factory production, assembly construction, informatization management and intelligent application.
Along with the development of society, the increase of population and earth's drain pan are in the active phase at present stage, have the absorbing effect to the building requirement to improve building security, nevertheless most prefabricated building shock attenuation component's at present stage shock attenuation effect is not good and simple structure can't reach the shock attenuation effect.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention aims to provide a prefabricated damping component for an assembly type building and a construction method, wherein a good damping effect is achieved through a simple structure.
In order to achieve the purpose, the invention adopts the following technical scheme:
the invention has the preferable technical scheme that the shock absorption device comprises a shock absorption ring and a metal column, wherein the shock absorption ring is sleeved on the outer side of the metal column; a plurality of adjusting wrenches for adjusting the damping ring are arranged on the damping ring, and the adjusting wrenches are positioned outside the damping ring; the damping device is characterized by further comprising a damping outer ring and a metal outer rod, wherein the metal outer rod is inserted into the damping outer ring, and the damping outer ring is provided with four metal outer rods.
The invention has the preferable technical scheme that each metal column is sleeved with one damping ring, and the directions of the adjusting wrenches of the damping rings arranged on each adjacent metal column are opposite.
The invention has the preferable technical scheme that a buffer block is arranged on the shock absorption outer ring and is in a fan shape.
The invention has the preferable technical scheme that an isosceles trapezoid groove is also arranged in the buffer block.
The invention has the preferable technical scheme that one end of the adjusting wrench is arranged on the damping ring, and the other end of the adjusting wrench is arranged on the buffer block.
The invention has the preferable technical scheme that clamping blocks for clamping the metal outer rod are also arranged on two sides of the buffer block, and the metal outer rod is arranged in the clamping block.
The invention has the preferable technical scheme that a spanner part is also arranged on the buffer block, and one end of the adjusting spanner, which is far away from the metal column, is arranged on the spanner part.
The invention preferably adopts the technical scheme that the spanner part is configured into a semicircle, and the diameter of the spanner part is positioned on the buffer block.
The invention preferably adopts the technical scheme that the method comprises the following steps: step S00: preparing materials of the fabricated building;
step S10: paving a foundation on a proper section;
step S20: the metal columns are folded according to positions, and meanwhile the damping rings are installed on the metal columns;
step S30: the adjusting wrenches on the damping rings arranged on each adjacent metal column are opposite in direction;
step S40: mounting one end, far away from the metal column, of the adjusting wrench on the wrench part on the buffer block of the shock absorption outer ring, so that the shock absorption outer ring and the shock absorption ring are concentric with different circles;
step S50: mounting the metal outer rod on the buffer block on the shock absorption outer ring, and stabilizing the metal outer rod through the fixture block beside the buffer block;
step S60: the remaining parts may then be installed as per steps S20-S50.
The invention has the beneficial effects that:
the invention aims to solve the technical problem of providing a prefabricated damping component for an assembly type building and a construction method, wherein the prefabricated damping component comprises a damping ring and a metal column, wherein the damping ring is sleeved on the outer side of the metal column; a plurality of adjusting wrenches for adjusting the damping ring are arranged on the damping ring, and the adjusting wrenches are positioned outside the damping ring; still including shock attenuation outer loop and metal outer pole, the metal outer pole is inserted and is established in the shock attenuation outer loop, just the shock attenuation outer loop disposes four metal outer poles, through the configuration the shock attenuation ring the shock attenuation outer loop the metal outer pole with the adjustment spanner for when taking place vibrations, the adjustment spanner passes through under the control of shock attenuation outer loop and the metal outer pole, through the extrusion of shock attenuation ring, can adjust the position of metal post prevents the metal post collapses.
Drawings
FIG. 1 is a partial structural view of a prefabricated shock-absorbing member for prefabricated buildings according to an embodiment of the present invention;
FIG. 2 is a partial structural view of a prefabricated shock-absorbing member for prefabricated construction according to an embodiment of the present invention;
FIG. 3 is a plan view schematically illustrating the construction of prefabricated shock-absorbing members for prefabricated buildings according to an embodiment of the present invention;
in the figure:
1. a shock-absorbing ring; 2. a metal post; 3. a shock-absorbing outer ring; 31. a buffer block; 311. a groove; 312. a clamping block; 313. a wrench part; 4. a metal outer rod; 5. and adjusting the wrench.
Detailed Description
The technical scheme of the invention is further explained by the specific implementation mode in combination with the attached drawings.
As shown in fig. 1-3, the prefabricated damping member for the fabricated building and the construction method thereof provided by the invention comprise a damping ring 1 and a metal column 2, wherein the damping ring 1 is sleeved outside the metal column 2; a plurality of adjusting wrenches 5 for adjusting the damping ring 1 are arranged on the damping ring 1, and the adjusting wrenches 5 are positioned outside the damping ring 1; still including shock attenuation outer loop 3 and metal outer rod 4, metal outer rod 4 is inserted and is established in shock attenuation outer loop 3, and shock attenuation outer loop 3 disposes four metal outer rods 4, through disposing shock attenuation ring 1, shock attenuation outer loop 3, metal outer rod 4 and adjustment spanner 5, make when taking place vibrations, adjustment spanner 5 is through under the control of shock attenuation outer loop 3 and metal outer rod 4, through the extrusion of shock attenuation ring 1, can adjust the position of metal column 2, prevent that metal column 1 from collapsing.
Preferably, each metal column 2 is sleeved with one damping ring 1, and the adjusting wrenches 5 of the damping rings 1 arranged on each adjacent metal column 2 are opposite in direction, so that two adjacent adjusting wrenches 5 can be restricted with each other.
Preferably, the shock absorption outer ring 3 is provided with a buffer block 31, and the buffer block 31 is arranged in a fan shape, so that the buffer block 31 can be stressed more uniformly.
Preferably, an isosceles trapezoid groove 311 is further formed in the buffer block 31, and two waists of the isosceles trapezoid are triangular after being translated towards the middle and the upper end of the isosceles trapezoid is intersected at a point (limit method: the upper bottom and the lower bottom are viewed as the parallel line is infinitely shortened), so that the buffer block has stability.
Preferably, one end of the adjustment wrench 5 is mounted on the cushion ring 1, and the other end of the adjustment wrench 5 is mounted on the cushion block 31.
Preferably, the buffer block 31 is further provided on both sides thereof with catching blocks 312 for catching the metal outer rod 4, and the metal outer rod 4 is mounted in the catching blocks.
Preferably, a wrench part 313 is further disposed on the buffer block 31, and one end of the adjusting wrench 5 away from the metal column 2 is mounted on the wrench part 313.
Preferably, the wrench portion 313 is configured in a semicircular shape with a diameter located proximate to the buffer block 31 so that the adjustment wrench 5 is more stably installed between the damping ring 1 and the damping outer ring 3.
Preferably, the method comprises the following steps: step S00: preparing materials of the fabricated building;
step S10: paving a foundation on a proper section;
step S20: the metal column 2 is folded according to the position, and the damping ring 1 is arranged on the metal column 2;
step S30: the directions of the adjusting wrenches 5 on the damping rings 1 arranged on each adjacent metal column 2 are opposite;
step S40: one end of the adjusting wrench 5 far away from the metal column 2 is arranged on a wrench part 313 on the buffer block 31 of the shock absorption outer ring 3, so that the shock absorption outer ring 3 and the shock absorption ring 1 are concentric with different circles;
step S50: the metal outer rod 4 is arranged on a buffer block 31 on the shock absorption outer ring 3 and is stabilized by a fixture block 312 beside the buffer block 31;
step S60: the remaining parts may then be installed as per steps S20-S50.
Through setting up shock attenuation outer loop 3 for the component itself can bear bigger vibrations, and the atress is more even, when taking place vibrations, the power that vibrations produced is exerted pressure to the component, because the buffer block 31 on the shock attenuation outer loop 3 and the support of metal outer pole 4, make the pressure that can slow down vibrations and produce, if there is the end of empting simultaneously, adjustment spanner 5 can in time adjust, and 5 opposite directions of adjustment spanner between the metal post 2, make adjustment spanner 5 can guarantee the balance between the metal post 2.
While the invention has been described with reference to preferred embodiments, it will be understood by those skilled in the art that various changes may be made and equivalents may be substituted for elements thereof without departing from the spirit and scope of the invention. The present invention is not to be limited by the specific embodiments disclosed herein, and other embodiments that fall within the scope of the claims of the present application are intended to be within the scope of the present invention.

Claims (9)

1. The utility model provides a prefabricated shock-absorbing component for assembly type structure which characterized in that:
the damping device comprises a damping ring (1) and a metal column (2), wherein the damping ring (1) is sleeved on the outer side of the metal column (2);
a plurality of adjusting wrenches (5) used for adjusting the shock absorption ring (1) are arranged on the shock absorption ring (1), and the adjusting wrenches (5) are located outside the shock absorption ring (1);
the damping device is characterized by further comprising a damping outer ring (3) and metal outer rods (4), wherein the metal outer rods (4) are inserted into the damping outer ring (3), and the damping outer ring (3) is provided with the four metal outer rods (4).
2. The prefabricated shock absorbing member for prefabricated buildings according to claim 1, wherein:
each metal column (2) is sleeved with one damping ring (1), and the directions of the adjusting wrenches (5) of the damping rings (1) which are arranged on the adjacent metal columns (2) are opposite.
3. The prefabricated shock-absorbing member for prefabricated buildings according to claim 1, wherein:
the damping outer ring (3) is provided with a buffer block (31), and the buffer block (31) is in a fan shape.
4. The prefabricated shock absorbing member for prefabricated buildings according to claim 3, wherein:
an isosceles trapezoid groove (311) is further arranged in the buffer block (31).
5. The prefabricated shock-absorbing member for prefabricated buildings according to claim 4, wherein:
one end of the adjusting wrench (5) is installed on the damping ring (1), and the other end of the adjusting wrench (5) is installed on the buffer block (31).
6. The prefabricated shock-absorbing member for prefabricated buildings according to claim 3, wherein:
the two sides of the buffer block (31) are also provided with clamping blocks (312) used for clamping the metal outer rod (4), and the metal outer rod (4) is installed in the clamping blocks (312).
7. The prefabricated shock absorbing member for prefabricated buildings according to claim 3, wherein:
a spanner part (313) is further arranged on the buffer block (31), and one end, far away from the metal column (2), of the adjusting spanner (5) is installed on the spanner part (313).
8. The prefabricated shock-absorbing member for prefabricated buildings according to claim 3, wherein:
the wrench part (313) is configured in a semicircular shape, and the diameter of the wrench part is positioned close to the buffer block (31).
9. A construction method using a prefabricated shock-absorbing member for prefabricated construction, characterized in that:
the method comprises the following steps: step S00: preparing materials of the fabricated building;
step S10: paving a foundation on a proper section;
step S20: the metal column (2) is folded according to the position, and the damping ring (1) is installed on the metal column (2);
step S30: the adjusting wrenches (5) on the damping ring (1) configured on each adjacent metal column (2) are opposite in direction;
step S40: mounting one end of the adjusting wrench (5) far away from the metal column (2) on the wrench part (313) on the buffer block (31) of the shock absorption outer ring (3) so that the shock absorption outer ring (3) and the shock absorption ring (1) are concentric to form different circles;
step S50: the metal outer rod (4) is installed on the buffer block (31) on the shock absorption outer ring (3) and is stabilized through the fixture block (312) beside the buffer block (31);
step S60: the remaining portions may then be installed as per steps S20-S50.
CN202211042364.7A 2022-08-29 2022-08-29 Prefabricated damping component for assembled building and construction method Active CN115182503B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202211042364.7A CN115182503B (en) 2022-08-29 2022-08-29 Prefabricated damping component for assembled building and construction method

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Application Number Priority Date Filing Date Title
CN202211042364.7A CN115182503B (en) 2022-08-29 2022-08-29 Prefabricated damping component for assembled building and construction method

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CN115182503A true CN115182503A (en) 2022-10-14
CN115182503B CN115182503B (en) 2023-05-23

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005163299A (en) * 2003-11-28 2005-06-23 Matsumoto Tekkosho:Kk Column base fixing metal fitting and column base structure using the same
WO2017067115A1 (en) * 2015-10-21 2017-04-27 苏文藏 Shock-absorbing steel casting for constructional engineering
CN214195507U (en) * 2020-11-12 2021-09-14 中建新疆建工（集团）有限公司 Basement external scaffolding is wall construction equipment even
CN215166517U (en) * 2021-04-13 2021-12-14 青岛恒星科技学院 Base is connected to assembled building
CN215563426U (en) * 2021-07-14 2022-01-18 中国十七冶集团有限公司 Assembled building side fascia concatenation shock attenuation location auxiliary device
CN216713896U (en) * 2021-12-30 2022-06-10 深圳市景鹏建设工程有限公司 Support arrangement is used in construction of green assembled building interior wall
CN114673274A (en) * 2022-04-11 2022-06-28 湖南联合城市建设集团有限公司 Assembled building structure damping device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005163299A (en) * 2003-11-28 2005-06-23 Matsumoto Tekkosho:Kk Column base fixing metal fitting and column base structure using the same
WO2017067115A1 (en) * 2015-10-21 2017-04-27 苏文藏 Shock-absorbing steel casting for constructional engineering
CN214195507U (en) * 2020-11-12 2021-09-14 中建新疆建工（集团）有限公司 Basement external scaffolding is wall construction equipment even
CN215166517U (en) * 2021-04-13 2021-12-14 青岛恒星科技学院 Base is connected to assembled building
CN215563426U (en) * 2021-07-14 2022-01-18 中国十七冶集团有限公司 Assembled building side fascia concatenation shock attenuation location auxiliary device
CN216713896U (en) * 2021-12-30 2022-06-10 深圳市景鹏建设工程有限公司 Support arrangement is used in construction of green assembled building interior wall
CN114673274A (en) * 2022-04-11 2022-06-28 湖南联合城市建设集团有限公司 Assembled building structure damping device

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