CN109138568A - A kind of building aseismicity structure - Google Patents
A kind of building aseismicity structure Download PDFInfo
- Publication number
- CN109138568A CN109138568A CN201811246691.8A CN201811246691A CN109138568A CN 109138568 A CN109138568 A CN 109138568A CN 201811246691 A CN201811246691 A CN 201811246691A CN 109138568 A CN109138568 A CN 109138568A
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- CN
- China
- Prior art keywords
- rope
- beam parts
- adjusting rod
- casing
- component
- 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.)
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Classifications
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of building aseismicity structure, including column component, beam parts, adjust rope component and detent block, column component includes load-bearing pillar, bracket, lower sheave and top sheave, adjusting rope component includes spring, first rope, upper adjusting rod, lower dolly bar, second rope and casing, first rope includes the first rope clamp, upper adjusting rod includes upper adjusting rod card hole and internal thread hole, lower dolly bar includes lower dolly bar card hole and external thread rod, second rope includes the second rope clamp, the end lower surface of beam parts is placed on bracket, casing is placed on beam parts, one end of spring and the end face of beam parts connect, one end of second rope and casing connection, a kind of building aseismicity structure proposed by the present invention, it can be by adjusting component of restricting, lower sheave and top sheave make beam parts end that beam parts are generated with upward pulling force, mitigate bracket burden, spring can buffer simultaneously The displacement of beam parts when earthquake.
Description
Technical field
The present invention relates to building field, a kind of specifically building aseismicity structure.
Background technique
Bracket, effect are one piece of supporters in mixed structure, below beam, its effect is by the power of beam support point
It dissipates and passes to following load-bearing material, rest configuration necessarily occur between the drop in beam and cantilever of cantilever system, be exactly usually by cantilever end
It is known as bracket, also known as corbel with the local structure at drop in beam end, beam is shelved on bracket, and stress is concentrated, it is more easily damaged at bracket,
Shaking when earthquake is easy to fall beam from bracket.
Summary of the invention
To solve the above problems, the invention proposes a kind of building aseismicity structures.
A kind of building aseismicity structure proposed by the present invention can make beam portion by adjusting rope component, lower sheave and top sheave
Part end generates upward pulling force to beam parts, mitigates bracket burden, at the same when spring can buffer earthquake beam parts displacement.
The technical scheme adopted by the invention is that: a kind of building aseismicity structure of the invention, including column component, beam parts,
Adjust rope component and detent block, column component includes load-bearing pillar, bracket, lower sheave and top sheave, and adjusting rope component includes spring, the
One rope, upper adjusting rod, lower dolly bar, the second rope and casing, the first rope include the first rope clamp, and upper adjusting rod includes upper adjusting rod
Card hole and internal thread hole, lower dolly bar include lower dolly bar card hole and external thread rod, and the second rope includes the second rope clamp, beam
The end lower surface of component is placed on bracket, and casing is placed on beam parts, and one end of spring and the end face of beam parts connect, and second
One end of rope and casing connection；It adjusts rope component and direction is changed by lower sheave and top sheave, make the second rope to the pulling force of casing
Spring is acted on to the pulling force of the end face of beam parts；First rope passes through the first rope clamp and upper adjusting rod card hole with upper adjusting rod
Realize that axial limiting and rotatable, lower dolly bar and the second rope realize axial limit by lower dolly bar card hole and the second rope clamp
Position and rotatable, upper adjusting rod and lower dolly bar are threadedly coupled by internal thread hole and external thread rod to be realized adjusting rope portion is adjusted
Part length, between the arm of angle insertion casing and beam parts of detent block, and detent block is located at the side of the close column component of casing.
As advanced optimizing for the technical program, a kind of building aseismicity structure of the present invention, first rope and second
Rope is that carbon steel wire twisting forms.
As advanced optimizing for the technical program, a kind of building aseismicity structure of the present invention, the material of the detent block
For timber.
A kind of anti-shock methods of building aseismicity structure of the invention, comprising the following steps:
1) it installs, casing is placed on beam parts, and one end of spring and the end face of beam parts connect, and one end of the second rope and casing connect
It connects；Adjust rope component and direction changed by lower sheave and top sheave, make the second rope to the pulling force effect of casing in spring to beam portion
The pulling force of the end face of part；First rope realizes axial limiting by the first rope clamp and upper adjusting rod card hole with upper adjusting rod and can
Rotation, lower dolly bar and the second rope realize axial limiting and rotatable, up-regulation by lower dolly bar card hole and the second rope clamp
Pole is threadedly coupled the adjustable adjusting rope part length of realization by internal thread hole and external thread rod with lower dolly bar, detent block
The arm of angle is inserted between casing and beam parts, and detent block is located at the side of the close column component of casing.
2) construction is adjusted, adjusting rod and lower dolly bar in rotation, and then is connected by the screw thread of internal thread hole and external thread rod
The length for adjusting rope component is connect, and then adjustment spring is to the pulling force of the end face of beam parts to predetermined value.
3) maintenance is adjusted, and is completed after a period of time, and spring may reduce the pulling force of the end face of beam parts, rotation up-regulation
Pole and lower dolly bar, and then by the length of internal thread hole and the threaded connection adjusting adjusting rope component of external thread rod, in turn
Adjustment spring is to the pulling force of the end face of beam parts to predetermined value.
4) it is adjusted after shaking, after earthquake, spring may change the pulling force of the end face of beam parts, and adjusting rod is under in rotation
Adjusting rod, and then the threaded connection for passing through internal thread hole and external thread rod adjusts the length for component of restricting, and then adjustment spring
To the pulling force of the end faces of beam parts to predetermined value.
The present invention compared with prior art, has the advantages that a kind of building aseismicity knot proposed by the present invention
Structure can make beam parts end that beam parts are generated with upward pulling force, mitigate ox by adjusting rope component, lower sheave and top sheave
Leg burden, at the same when spring can buffer earthquake beam parts displacement.
Detailed description of the invention
The present invention will be further described in detail with specific implementation method with reference to the accompanying drawing.
Fig. 1 is a kind of structural schematic diagram of building aseismicity structure of the present invention.
Fig. 2 is a kind of structural schematic diagram of the column component of building aseismicity structure of the present invention.
Fig. 3 is a kind of structural schematic diagram of the beam parts of building aseismicity structure of the present invention.
Fig. 4 is a kind of structural schematic diagram of the adjusting rope component of building aseismicity structure of the present invention.
Fig. 5 is a kind of structural schematic diagram of the detent block of building aseismicity structure of the present invention.
Fig. 6 is a kind of structural schematic diagram of the upper adjusting rod of building aseismicity structure of the present invention.
Fig. 7 is a kind of structural schematic diagram of the lower dolly bar of building aseismicity structure of the present invention.
In figure: column component 1；Beam parts 2；Adjust rope component 3；Detent block 4；Load-bearing pillar 11, bracket 12；Lower sheave 13；On
Pulley 14；Spring 31；First rope 32；Upper adjusting rod 33；Lower dolly bar 34；Second rope 35；Casing 36；First rope clamp 321；On
Adjusting rod card hole 331；Internal thread hole 332；Lower dolly bar card hole 341；External thread rod 342；Second rope clamp 351.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, below in conjunction with drawings and the embodiments,
The present invention will be described in further detail, it should be appreciated that the specific embodiments described herein are only used to explain this
Invention, is not intended to limit the present invention.
For convenience of description, so-called " upper, lower, left, right, front and rear " correspond to " upper and lower, the upper left, bottom right, lower-left of Fig. 1
And upper right ".
Specific embodiment:
Illustrate the present embodiment below with reference to Fig. 1-Fig. 7:
The technical scheme adopted by the invention is that: a kind of building aseismicity structure of the invention, including column component 1, beam parts 2, tune
Section rope component 3 and detent block 4, column component 1 include load-bearing pillar 11, bracket 12, lower sheave 13 and top sheave 14, adjust rope component 3
Including the rope of spring 31, first 32, upper adjusting rod 33, the rope of lower dolly bar 34, second 35 and casing 36, the first rope 32 includes the first rope
Clamp 321, upper adjusting rod 33 include upper adjusting rod card hole 331 and internal thread hole 332, and lower dolly bar 34 includes lower dolly bar card
Position hole 341 and external thread rod 342, the second rope 35 include the second rope clamp 351, and the end lower surface of beam parts 2 is placed on bracket
On 12, casing 36 is placed on beam parts 2, and one end of spring 31 is connect with the end face of beam parts 2, one end of the second rope 35 and casing 36
Connection；Adjust rope component 3 and direction changed by lower sheave 13 and top sheave 14, make the pulling force effect of second 35 pairs of casings 36 of rope in
Pulling force of the spring 31 to the end face of beam parts 2；First rope 32 passes through the first rope clamp 321 and upper adjusting rod card with upper adjusting rod 33
Realize that axial limiting and rotatable, lower dolly bar 34 and the second rope 35 pass through lower dolly bar card hole 341 and the second rope in position hole 331
Clamp 351 realizes that axial limiting and rotatable, upper adjusting rod 33 pass through internal thread hole 332 and external thread rod with lower dolly bar 34
342 are threadedly coupled adjustable adjusting rope 3 length of component of realization, between the arm of angle insertion casing 36 and beam parts 2 of detent block 4, and
Detent block 4 is located at the side of the close column component 1 of casing 36；
First rope 32 and the second rope 35 form for carbon steel wire twisting；
The material of detent block 4 is timber.
A kind of anti-shock methods of building aseismicity structure of the invention, comprising the following steps:
1) install, casing 36 is placed on beam parts 2, and one end of spring 31 connect with the end face of beam parts 2, second restrict 35 one end and
Casing 36 connects；It adjusts rope component 3 and direction is changed by lower sheave 13 and top sheave 14, make the pulling force of second 35 pairs of casings 36 of rope
Spring 31 is acted on to the pulling force of the end face of beam parts 2；First rope 32 passes through the first rope clamp 321 and up-regulation with upper adjusting rod 33
Pole card hole 331 realizes that axial limiting and rotatable, lower dolly bar 34 and the second rope 35 pass through 341 He of lower dolly bar card hole
Second rope clamp 351 realizes that axial limiting and rotatable, upper adjusting rod 33 pass through internal thread hole 332 and outer spiral shell with lower dolly bar 34
Rasp bar 342 be threadedly coupled realize it is adjustable adjust rope 3 length of component, the arm of angle insertion casing 36 and beam parts 2 of detent block 4 it
Between, and detent block 4 is located at the side of the close column component 1 of casing 36.
2) construction is adjusted, adjusting rod 33 and lower dolly bar 34 in rotation, and then passes through internal thread hole 332 and external thread rod
342 threaded connection adjusts the length of rope component 3, so adjustment spring 31 to the pulling force of the end face of beam parts 2 to predetermined
Value.
3) maintenance is adjusted, and is completed after a period of time, and spring 31 may reduce the pulling force of the end face of beam parts 2, rotation
Upper adjusting rod 33 and lower dolly bar 34, and then rope portion is adjusted by the threaded connection of internal thread hole 332 and external thread rod 342
The length of part 3, and then adjustment spring 31 is to the pulling force of the end face of beam parts 2 to predetermined value.
4) it is adjusted after shaking, after earthquake, spring 31 may change the pulling force of the end face of beam parts 2, adjusting rod in rotation
33 with lower dolly bar 34, and then adjust by the threaded connection of internal thread hole 332 and external thread rod 342 length of rope component 3
Degree, and then adjustment spring 31 is to the pulling force of the end face of beam parts 2 to predetermined value.
The present invention compared with prior art, has the advantages that a kind of building aseismicity knot proposed by the present invention
Structure can make beam parts end that beam parts are generated with upward pulling force, mitigate ox by adjusting rope component, lower sheave and top sheave
Leg burden, at the same when spring can buffer earthquake beam parts displacement.
The above-described embodiments are merely illustrative of preferred embodiments of the present invention, not to structure of the invention
Think and range is defined.Without departing from the design concept of the invention, ordinary people in the field is to technology of the invention
The all variations and modifications that scheme is made, should all drop into protection scope of the present invention, the claimed technology contents of the present invention,
It is all described in the claims.
Claims (3)
1. a kind of building aseismicity structure, it is characterised in that: a kind of building aseismicity structure includes column component (1), beam parts
(2), rope component (3) and detent block (4) is adjusted, column component (1) includes load-bearing pillar (11), bracket (12), lower sheave (13) and upper
Pulley (14), adjusting rope component (3) includes spring (31), the first rope (32), upper adjusting rod (33), lower dolly bar (34), second
Rope (35) and casing (36), the first rope (32) include the first rope clamp (321), and upper adjusting rod (33) includes upper adjusting rod card hole
(331) and internal thread hole (332), lower dolly bar (34) includes lower dolly bar card hole (341) and external thread rod (342), and second
Rope (35) includes the second rope clamp (351), and the end lower surface of beam parts (2) is placed on bracket (12), and casing (36) is placed on
One end of beam parts (2), spring (31) is connect with the end face of beam parts (2), and one end of the second rope (35) is connect with casing (36)；
It adjusts rope component (3) and changes direction by lower sheave (13) and top sheave (14), make the second rope (35) to the pulling force of casing (36)
Spring (31) is acted on to the pulling force of the end face of beam parts (2)；First rope (32) and upper adjusting rod (33) pass through the first rope clamp
(321) and upper adjusting rod card hole (331) realizes axial limiting and rotatable, and lower dolly bar (34) and second are restricted under (35) pass through
Adjusting rod card hole (341) and the second rope clamp (351) realize axial limiting and rotatable, upper adjusting rod (33) and lower dolly bar
(34) it is threadedly coupled by internal thread hole (332) and external thread rod (342) and realizes adjustable adjusting rope component (3) length, detent
Between arm of angle insertion casing (36) of block (4) and beam parts (2), and detent block (4) is located at the close column component (1) of casing (36)
Side.
2. a kind of building aseismicity structure according to claim 1, it is characterised in that: first rope (32) and the second rope
(35) it is formed for carbon steel wire twisting.
3. a kind of building aseismicity structure according to claim 1, it is characterised in that: the material of the detent block (4) is
Timber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811246691.8A CN109138568A (en) | 2018-10-24 | 2018-10-24 | A kind of building aseismicity structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811246691.8A CN109138568A (en) | 2018-10-24 | 2018-10-24 | A kind of building aseismicity structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109138568A true CN109138568A (en) | 2019-01-04 |
Family
ID=64809950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811246691.8A Withdrawn CN109138568A (en) | 2018-10-24 | 2018-10-24 | A kind of building aseismicity structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109138568A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109869031A (en) * | 2019-03-04 | 2019-06-11 | 杭州柯洛建材科技有限公司 | A kind of pseudo-classic architecture with safe earthquake-proof structure |
| CN114293801A (en) * | 2021-12-18 | 2022-04-08 | 龙德建设有限公司 | Wood structure ancient building protection device in building cultural heritage |
-
2018
- 2018-10-24 CN CN201811246691.8A patent/CN109138568A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109869031A (en) * | 2019-03-04 | 2019-06-11 | 杭州柯洛建材科技有限公司 | A kind of pseudo-classic architecture with safe earthquake-proof structure |
| CN109869031B (en) * | 2019-03-04 | 2020-08-18 | 杭州柯洛建材科技有限公司 | Safe earthquake-resistant structure in archaize building |
| CN114293801A (en) * | 2021-12-18 | 2022-04-08 | 龙德建设有限公司 | Wood structure ancient building protection device in building cultural heritage |
| CN114293801B (en) * | 2021-12-18 | 2023-10-13 | 龙德建设有限公司 | Wood structure ancient building protection device in building cultural heritage |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190104 |
|
| WW01 | Invention patent application withdrawn after publication |