CN106522360A - Connection bridge structure between buildings - Google Patents
Connection bridge structure between buildings Download PDFInfo
- Publication number
- CN106522360A CN106522360A CN201611026438.2A CN201611026438A CN106522360A CN 106522360 A CN106522360 A CN 106522360A CN 201611026438 A CN201611026438 A CN 201611026438A CN 106522360 A CN106522360 A CN 106522360A
- Authority
- CN
- China
- Prior art keywords
- bridge
- girder steel
- main structure
- building
- bridge floor
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 40
- 239000010959 steel Substances 0.000 claims abstract description 40
- 238000009408 flooring Methods 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001815 facial effect Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003019 stabilising effect Effects 0.000 description 1
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
- E04B1/0046—Loggias
-
- 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
- E04B1/36—Bearings or like supports allowing movement
-
- 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
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention relates to the field of construction structural engineering, and particularly relates to a connection bridge structure between buildings for weak connection bridge structure between two buildings. The basic technical scheme includes: a bridge surface main structure is formed by a connection bridge primary steel beam, secondary steel beams, and side steel beams; the secondary steel beams are hanged on two sides of the connection bridge primary steel beam; the side steel beams are connected to ends of the secondary steel beams; a bridge surface plate is paved on a bridge surface main structure; two buildings are connected by the bridge surface main structure in air; one end of the bridge surface main structure is connected to a first structural support surface of the first building through a bridge surface plane inner hinging support and anti-turning members, and the other end of the bridge surface main structure is connected to a second structural support surface of the second building through a plane inner hinging support capable of sliding in the bridge direction and anti-turning members. The beneficial effects are that negative influence on a building main structure and the connection bridge can be reduced in an earthquake; the Connection bridge structure is simple, is simple in form, and can meet the actual demand of building appearance.
Description
Technical field
The present invention relates to civil structure engineering field, the Weak link crossover construction being mainly used between two buildings.
Background technology
It is very common architectural methods that crossover is arranged between building, but many puzzlements are brought to structure design.Slim and graceful
Crossover generally adopts the design with two ends building Weak link, to reduce influencing each other between the building of two ends, and
Build effect of the relative displacement to crossover in two ends.Normal practice is in the form of reinforced concrete girder slab or composite floor one
End is rigidly connected with building, can level slip between the other end and building.This connected mode generally have two or with
Upper girder, bearing quantity are more, and interaction during earthquake between crossover and rigidly connected building cannot discharge.Further to disappear
Except adverse effect of the crossover to constructure body structure during earthquake, while taking building into account uses function, a kind of new company is proposed
Bridge is constructed.
The content of the invention
The drawbacks of to overcome conventional crossover, it is reasonable, safe and reliable that the main object of the present invention aims to provide a kind of construction
Crossover is constructed.
The basic technical scheme that adopts of the present invention for：Bridge floor main structure is by the main girder steel of crossover, secondary girder steel and side girder steel group
Both sides into, the main girder steel of crossover are encorbelmented time girder steel respectively, and the end of side girder steel connection time girder steel, floorings are laid on bridge floor
In main structure；Bridge floor main structure connects two solitary buildings in the air, and one end of bridge floor main structure is propped up by being hinged in bridge floor plane
Seat and anti-canting component are connected with the first structure supporting surface of the first solitary building；The other end of bridge floor main structure by along bridge to
In slidable plane, pivoting support and anti-canting component are connected with the second structural support face of the second solitary building.
In the present invention, bridge floor main structure adopts plshy bone open version, by a middle main girder steel as crossover master
Primary structure member.Choose some girder steels from main girder steel both sides to support as bridge floor, two side girder steels are connected to be formed with secondary girder steel
Stabilising system.In bridge floor main structure, floorings are set.The two ends of bridge floor main structure can have the discrepancy in elevation.
Main girder steel sets main stress bearing in the junction in the structural support face with building.One end bearing is bridge floor plane
Interior pivoting support, other end bearing are to pivoting support in slidable plane along bridge.The enforcement of pivoting support in bridge floor plane
Method：Mutually constrain between the component that the structural support face of building and main girder steel end are arranged, can only in the horizontal plane freely
Rotate.Implementation of the suitable bridge to pivoting support in slidable plane：The structural support face of building is set with main girder steel end
Mutually can constrain between the component put, main girder steel end there can only be relative displacement to the structural support face with building in suitable bridge,
And freely can rotate in the horizontal plane.Make two ends bearing that need to there is anti-canting ability by anti-canting component.In this technology, bridge floor
The implementation of pivoting support in plane, along implementation from bridge to pivoting support in slidable plane and anti-canting component
Implementation can be using arbitrarily ripe constitution realization in prior art.
Beneficial effects of the present invention are：Reduce under geological process, to the unfavorable of constructure body structure and crossover itself
Affect.Simple structure, version are succinct, meet the actual demand of architectural appearance.
Description of the drawings
Fig. 1 is the crossover floor plan of the present invention.
Fig. 2 be the present invention Fig. 1 in along line A-A section.
Fig. 3 is pivoting support detail drawing in the bridge floor plane of the present invention.
Specific embodiment
Below in conjunction with the accompanying drawings, the preferred embodiments of the present invention are described in detail.
Secondary girder steel 2 of the main girder steel 1 of crossover is shown such as Fig. 1 ~ Fig. 2, encorbelmenting from the main girder steel of crossover 1, the formation bridge floor of side girder steel 3
Main structure.Crossover one end arranges pivoting support 5 in bridge floor plane on the first structure supporting surface 4 of the first solitary building and turns over anti-
Turn component 6.The crossover other end is arranged on the second structural support face 8 of the second solitary building and is cut with scissors into slidable plane along bridge
Connect bearing 9 and anti-canting component 6.Floorings 12 are laid in bridge floor main structure.The quantity of anti-canting component 6 and concrete position in figure
Only a kind of signal is put, can be arranged with unilateral or bilateral, it is only necessary to reach the effect for preventing bridge floor main structure from overturning, construction
Can be realized using existing any technology such as bayonet socket, cushion block in engineering.
It is illustrated in figure 3 a kind of elevational schematic view that bridge floor main structure is connected with first structure supporting surface 4, the main girder steel of crossover
1 one end is connected with first structure supporting surface 4 by pivoting support 5 in bridge floor plane, and anti-canting component 6 is two-way setting, point
The both sides of pivoting support 5 in bridge floor plane are not arranged in.In Fig. 3, bridge floor plane is substituted with pivoting support 9 in slidable plane
Interior pivoting support 5, replaces first structure supporting surface 4, as bridge floor main structure and the second structural support with the second structural support face 8
The schematic diagram of the connection of face 8.
The making of the embodiment of the present invention and assembled step are as follows：
1. the main girder steel 1 of crossover and secondary girder steel 2 are connected.
2. side girder steel 3 and secondary girder steel 2 are connected.
3. pivoting support 5 and anti-canting component 6 in the mounting bridge facial plane on first structure supporting surface 4.
4. install along bridge to pivoting support 9 in slidable plane and anti-canting component 6 on the second structural support face 8.
5. bridge entirety or merogenesis lifting are in place, in main 1 two ends of girder steel of crossover and bridge floor plane pivoting support 5 and along bridge to can
In the plane of slip, pivoting support 9 connects, and bridge floor main structure is connected with anti-canting component 6.
6. floorings 12 are installed.
The above scheme introduction provided by the embodiment of the present invention, for one of ordinary skill in the art, according to this
The thought of bright embodiment, will change in specific embodiments and applications.In sum, this specification content
Should not be construed as limiting the invention, all any changes made according to design philosophy of the present invention are all in protection scope of the present invention
Within.
Claims (1)
1. a kind of crossover between building is constructed, it is characterised in that：Bridge floor main structure is by the main girder steel of crossover（1）, secondary girder steel
（2）With side girder steel（3）Composition, the main girder steel of the crossover（1）Both sides encorbelment respectively described girder steel（2）, the side
Girder steel（3）Described girder steel of connection（2）End, floorings（12）It is laid in the bridge floor main structure；The main knot of the bridge floor
Structure connects two solitary buildings in the air, and one end of the bridge floor main structure is by pivoting support in bridge floor plane（5）And anti-canting
Component（6）With the first structure supporting surface of the first solitary building（4）Connection；The other end of the bridge floor main structure by along bridge to
Pivoting support in slidable plane（9）With anti-canting component（6）With the second structural support face of the second solitary building（8）Even
Connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611026438.2A CN106522360A (en) | 2016-11-22 | 2016-11-22 | Connection bridge structure between buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611026438.2A CN106522360A (en) | 2016-11-22 | 2016-11-22 | Connection bridge structure between buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106522360A true CN106522360A (en) | 2017-03-22 |
Family
ID=58352769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611026438.2A Pending CN106522360A (en) | 2016-11-22 | 2016-11-22 | Connection bridge structure between buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522360A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004052369A (en) * | 2002-07-19 | 2004-02-19 | Shimizu Corp | Floor structure |
| CN2816164Y (en) * | 2005-07-26 | 2006-09-13 | 浙江耀江建设集团股份有限公司 | Cast-in field steel-bar-concrete air jointing porch |
| CN202913510U (en) * | 2012-11-28 | 2013-05-01 | 机械工业第三设计研究院 | Nest truss sliding support |
| CN203080425U (en) * | 2013-03-19 | 2013-07-24 | 中铁二十四局集团安徽工程有限公司 | Anti-toppling device of T beam |
| CN204252281U (en) * | 2014-11-21 | 2015-04-08 | 苏州工业园区设计研究院股份有限公司 | steel vestibule support system |
| CN204676703U (en) * | 2015-05-28 | 2015-09-30 | 上海思纳建筑规划设计有限公司 | A kind of two-way slotted hole sliding hinge bearing |
| CN105220770A (en) * | 2015-10-23 | 2016-01-06 | 中国五冶集团有限公司 | Slip hinge support and construction method |
| CN205024841U (en) * | 2015-08-27 | 2016-02-10 | 山东省环能设计院有限公司 | Vestibule sliding connection support |
| CN206737113U (en) * | 2016-11-22 | 2017-12-12 | 华东建筑设计研究院有限公司 | A kind of crossover construction between building |
-
2016
- 2016-11-22 CN CN201611026438.2A patent/CN106522360A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004052369A (en) * | 2002-07-19 | 2004-02-19 | Shimizu Corp | Floor structure |
| CN2816164Y (en) * | 2005-07-26 | 2006-09-13 | 浙江耀江建设集团股份有限公司 | Cast-in field steel-bar-concrete air jointing porch |
| CN202913510U (en) * | 2012-11-28 | 2013-05-01 | 机械工业第三设计研究院 | Nest truss sliding support |
| CN203080425U (en) * | 2013-03-19 | 2013-07-24 | 中铁二十四局集团安徽工程有限公司 | Anti-toppling device of T beam |
| CN204252281U (en) * | 2014-11-21 | 2015-04-08 | 苏州工业园区设计研究院股份有限公司 | steel vestibule support system |
| CN204676703U (en) * | 2015-05-28 | 2015-09-30 | 上海思纳建筑规划设计有限公司 | A kind of two-way slotted hole sliding hinge bearing |
| CN205024841U (en) * | 2015-08-27 | 2016-02-10 | 山东省环能设计院有限公司 | Vestibule sliding connection support |
| CN105220770A (en) * | 2015-10-23 | 2016-01-06 | 中国五冶集团有限公司 | Slip hinge support and construction method |
| CN206737113U (en) * | 2016-11-22 | 2017-12-12 | 华东建筑设计研究院有限公司 | A kind of crossover construction between building |
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