CN105040810B - Suitable for the connecting node of frame supported shear wall structure reverse construction - Google Patents
Suitable for the connecting node of frame supported shear wall structure reverse construction Download PDFInfo
- Publication number
- CN105040810B CN105040810B CN201510450034.5A CN201510450034A CN105040810B CN 105040810 B CN105040810 B CN 105040810B CN 201510450034 A CN201510450034 A CN 201510450034A CN 105040810 B CN105040810 B CN 105040810B
- Authority
- CN
- China
- Prior art keywords
- tubing string
- circular steel
- steel tubing
- shear wall
- string 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of connecting node suitable for frame supported shear wall structure reverse construction, including the frame supported shear wall structure conversion beam and contrary sequence method supporting member, wherein contrary sequence method supporting member by translation building block and circular steel tubing string component groups into.The present invention is by by translation building block and circular steel tubing string component groups into contrary sequence method supporting member, can keep having stress simply clear and definite using circular steel tubing string composition circular steel tubing string component, on the basis of use cost economical advantage, the top of circular steel tubing string component is effectively changed by translation building block, on the one hand enable that the superstructure load of frame supported shear wall structure is reliably conducted to circular steel tubing string component by translation building block, on the other hand enable heavy in section area conversion beam Steel section member it is more convenient with the plane steel plate of translation building block be attached and power transmission is simple, effectively reduce both connection difficulty, improve both connection reliability.
Description
Technical field
The present invention relates to a kind of connecting node suitable for frame supported shear wall structure reverse construction.
Background technology
As Urbanization in China is constantly deepened, building yard gradually becomes narrow and small in city, the actual market demand
To the construction duration propose be strict with, it is sometimes or even very nervous, and narrow and small construction site especially govern construct into
Exhibition, influences construction period.Reverse construction is because the underground structure by the use of building is used as foundation ditch support system, it is not necessary to which setting is faced
When support, it is possible to the construction of earth construction is carried out while excavation of foundation pit, basement construction, building work is effectively shortened
Phase, building yard is saved, thus increasing application has been obtained in current urban construction.Contrary sequence method design, construction
During, contrary sequence method supporting member need to be set used as the vertical of the carrying superstructure load before basement is completed with foundation construction
Structural elements.
For frame supported shear wall structure, when its conversion layer position is below three floor faces or three floor faces, with conversion layer
Flooring can further shorten construction period, i.e., as the interface of contrary sequence method：First complete the construction of conversion layer flooring, Ran Hou
Conversion layer carries out Superstructure Construction, carries out substructure construction downwards upwards simultaneously.Under this application scenarios, contrary sequence method support
The upper end of component should extend conversion layer and is connected with conversion beam；Also, conversion beam should be using reinforced concrete composite structure (bag
Include steel box-girder and steel framed concrete beam), not only meet space and functional requirement, more can further save construction period and
Reduce the difficulty of conversion layer high-supported formwork.
In existing reverse construction, the connecting node of contrary sequence method supporting member and reinforced concrete composite structure conversion beam
It is configured to：Using single circular steel tubing string as contrary sequence method supporting member, using reinforced concrete composite structure beam as turning
Beam is changed, single circular steel tubing string is connected by modes such as ring flat-plate or brackets with reinforced concrete composite structure beam；Wherein, use
Circular steel tubing string has the advantages that simple clear and definite, the use cost economy of stress as contrary sequence method supporting member.
Above-mentioned existing connecting node is applied to be had the following disadvantages during the reverse construction of frame supported shear wall structure part：
First, for frame supported shear wall structure skyscraper, the loading of its superstructure is larger, and due to as inverse work
The circular steel tubing string of method supporting member is embedded in the shear wall of frame supported shear wall structure so that the caliber of the circular steel tubing string is subject to
The limitation of shear wall's thickness, single circular steel tubing string is difficult to meet the requirement of support skyscraper superstructure loading, therefore,
Existing connecting node is not suitable for reverse construction of the frame supported shear wall structure skyscraper with conversion layer flooring as interface；
Second, it is that single circular steel tubing string is replaced with many circular steels to solve above-mentioned first point not enough usual thinking
Tubing string, but thus bring new problem again：Because the steel member section of reinforced concrete composite structure conversion beam is larger, it is subject to
The round steel pipe column section of shear wall's thickness limitation is then small and thin, in connected modes such as the ring flat-plates or bracket using prior art
In the case of, conversion beam needs to be attached with many circular steel tubing strings respectively so that the conversion beam and contrary sequence method supporting member it
Between connection be inconvenient, power transmission is complicated, difficulty of construction is big, and connection reliability is low.
The content of the invention
The technical problems to be solved by the invention are：A kind of company suitable for frame supported shear wall structure reverse construction is provided
Connect node.
Above-mentioned technical problem is solved, the technical solution adopted in the present invention is as follows：
A kind of connecting node suitable for frame supported shear wall structure reverse construction, the conversion of the frame supported shear wall structure
Layer is located at three layers or less floorings and with flooring where conversion layer as interface carries out reverse construction；The connecting node includes
The conversion beam and contrary sequence method supporting member of the frame supported shear wall structure, wherein, the contrary sequence method supporting member is used for described
Superstructure load of the frame supported shear wall structure more than the conversion layer is carried in reverse construction, it is embedded in institute
In stating the shear wall of frame supported shear wall structure；
It is characterized in that：Described contrary sequence method supporting member by translation building block and circular steel tubing string component groups into；Circular steel
The lower end of tubing string component is arranged on below the basement of the frame supported shear wall structure in reinforced concrete foundation, upper end extends and connects
The position of the nearly conversion layer；The translation building block is provided with profile iron tubing string, supporting plate and vertical ribbed stiffener, and supporting plate is provided with and is adapted to
The through hole of the circular steel tubing string component, supporting plate be placed on by way of through hole is with horizontal positioned the circular steel tubing string component it
It is outer and be connected；Profile iron tubing string is made up of plurality of steel plates splicing, and forms the horizontal stroke for being adapted to the circular steel tubing string component
Cross sectional shape, and hollow lower lumen and the upper lumen with the vertical power transmission floor in top is formed, wherein, top is vertical
Power transmission floor be arranged between the inwall of the upper lumen and its top surface and profile iron tubing string either flush；Chapped pipe
The lower lumen of post is placed on outside the circular steel tubing string component and is connected so that the bottom of profile iron tubing string is located and consolidates
It is scheduled on the top surface of the supporting plate, the bottom of the vertical power transmission floor in top is located and is fixed on the top of the circular steel tubing string component
On face；Vertical ribbed stiffener is connected between the supporting plate and circular steel tubing string component；The conversion beam uses steel reinforced concrete group
Structure is closed, the Steel section member end face of the conversion beam is butted on the profile iron tubing string on the steel plate in outside and is connected,
The either flush of the top surface of wherein described conversion beam and the profile iron tubing string.
Used as a modification of the present invention, described circular steel tubing string component is provided with two or more circular steel tubing strings, often
A piece circular steel tubing string is vertically arranged, and each circular steel tubing string buries position along the shear wall positioned at contrary sequence method supporting member
Horizontal-extending direction arranged for interval, be connected with steel pipe column connecting plate between adjacent two circular steel tubing strings；The chapped pipe
Any one block of steel plate that post is located at outside is at least connected with a circular steel tubing string.
In order to strengthen the intensity of circular steel tubing string component, as a modification of the present invention, adjacent two circular steels
Two pieces or more steel pipe column connecting plates arranged in parallel are connected between tubing string.
Used as the preferred arrangement of the vertical ribbed stiffener in top, the upper lumen correspondence of the circular steel tubing string component is each
Clearance space between individual adjacent two circular steel tubing strings is provided with one piece of vertical power transmission floor in top, described in each piece
The vertical power transmission floor in top is respectively positioned on the top position of correspondence clearance space.
Used as the preferred arrangement of vertical ribbed stiffener, described vertical ribbed stiffener is right angled triangle floor, Mei Yigen
One piece of the circular steel tubing string correspondence is connected thereto fixed steel plate and is provided with one piece of right angled triangle floor, each piece of right angle
Two right-angle sides of triangle floor are fastened on the side face of the bottom surface of the supporting plate and correspondence circular steel tubing string respectively.
One of citing as contrary sequence method supporting member burial place, described contrary sequence method supporting member is embedded in described cutting
The rotation angle position of power wall, the circular steel tubing string component is provided with three circular steel tubing strings, wherein a circular steel tubing string is arranged on
The corner positions of the shear wall rotation angle position, in addition two circular steel tubing strings be separately positioned on the shear wall rotation angle position position
In the wall locations of corner positions both sides.
Used as the two of the citing of contrary sequence method supporting member burial place, described contrary sequence method supporting member is embedded in described cutting
The metope position of power wall, the circular steel tubing string component is provided with two circular steel tubing strings, and two circular steel tubing strings are cut described in
The bearing of trend at power wall metope position is set.
In order to be adapted to the different cross section size and link position of conversion beam so that profile iron tubing string is located at the steel plate in outside
Can be reliably connected with circular steel tubing string component while with suitable dimension, used as a modification of the present invention, described turns
Change component and be additionally provided with the vertical power transmission floor in bottom, the profile iron tubing string is located at any one piece of outside or under plurality of steel plates passes through
The vertical power transmission floor in portion is connected with the circular steel tubing string component.
As the preferred embodiment of the present invention, the height of the bottom surface of the top surface of the circular steel tubing string component to conversion beam
Close to 1~2 times of the conversion beam deck-molding.
Wherein, between the supporting plate and circular steel tubing string component, the lower lumen of the profile iron tubing string and the circle
Between steel pipe column component, between the vertical ribbed stiffener and supporting plate, between the vertical ribbed stiffener and circular steel tubing string component, institute
The Steel section member end and profile iron tubing string for stating conversion beam are located between the steel plate in outside, the circular steel tubing string and steel pipe column company
Fixation is welded to connect between fishplate bar.
Compared with prior art, the invention has the advantages that：
First, the present invention is by that by translation building block and circular steel tubing string component groups into contrary sequence method supporting member, can protect
Hold the basis using circular steel tubing string composition circular steel tubing string component with simple clear and definite, the use cost economical advantage of stress
On, the top of circular steel tubing string component is effectively changed by translation building block, on the one hand cause frame supported shear wall structure
Superstructure load can reliably be conducted to circular steel tubing string component by translation building block, on the other hand cause heavy in section area
Conversion beam Steel section member can be more convenient with the plane steel plate of translation building block be attached and power transmission is simple, effectively
Reduce both connection difficulty, improve both connection reliability；
Also, being embedded in shear wall by the translation building block that plane steel plate is constituted can effectively improve the bending resistance of shear wall and resist
Cut bearing capacity；And conversion beam uses reinforced concrete composite structure, then can not only meet space and functional requirement, more can
Further save construction period and reduce the difficulty of conversion layer high-supported formwork；
Second, the present invention connects to form circular steel tubing string component by by many circular steel tubing string steel pipe column connecting plates,
In the case of being embedded in shear wall in each round steel pipe major gene and caliber is limited, improve inverse by many circular steel tubing strings
Practice supporting member to the load-bearing capacity of frame supported shear wall structure superstructure load, and by by each circular steel tubing string along cutting
Power wall is located at contrary sequence method supporting member and buries the horizontal-extending direction arranged for interval at position to adapt to shear wall in diverse location
Horizontal-extending mode, and the design of translation building block is adapted in this setup of circular steel tubing string component, therefore, this hair
Bright connecting node is strong to the load-bearing capacity of frame supported shear wall structure superstructure load, can be applied to frame supported shear wall structure
The reverse construction of skyscraper；
3rd, connecting node of the invention can be completed at scene by the way of welding splicing connection, be further shorten
The frame supported shear wall reverse construction duration, improve construction quality；
In sum, connecting node of the invention can be applied to the frame branch using conversion layer flooring as contrary sequence method interface
Shear wall structure reverse construction is high, strong, convenient and quick construction excellent to the load-bearing capacity of superstructure load with reliability
Point.
Brief description of the drawings
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings：
Fig. 1-1 is the dimensional structure diagram of switching node of the invention；
Fig. 1-2 shows for the stereochemical structure of the switching node with circular steel tubing string component perspective structure of the embodiment of the present invention one
It is intended to；
Fig. 2 for the embodiment of the present invention one switching node in translation building block do not overlap position (i.e. with circular steel tubing string component
The location A of Fig. 1-2) sectional view；
Fig. 3 in the switching node of the embodiment of the present invention one translation building block overlapped with circular steel tubing string component below position
The dimensional structure diagram of (i.e. below the B location of Fig. 1-2)；
Fig. 4 in the switching node of the embodiment of the present invention one the translation building block position that overlapped with circular steel tubing string component (scheme
The B location of 1-2) sectional view；
Fig. 5 is the planar structure schematic diagram of supporting plate in the switching node of the embodiment of the present invention one；
Fig. 6 is vertical position schematic diagram of the switching node of the embodiment of the present invention one in frame supported shear wall structure；
Fig. 7 is plan-position schematic diagram of the switching node of the embodiment of the present invention one in frame supported shear wall structure；
Fig. 8 in the switching node of the embodiment of the present invention two translation building block overlapped with circular steel tubing string component the section view at position
Figure；
Fig. 9-1 in the switching node of the embodiment of the present invention three translation building block overlapped with circular steel tubing string component the cuing open of position
One of view；
Fig. 9-2 in the switching node of the embodiment of the present invention three translation building block overlapped with circular steel tubing string component the cuing open of position
The two of view；
Fig. 9-3 in the switching node of the embodiment of the present invention three translation building block overlapped with circular steel tubing string component the cuing open of position
The three of view；
Fig. 9-4 in the switching node of the embodiment of the present invention three translation building block overlapped with circular steel tubing string component the cuing open of position
The four of view.
Specific embodiment
Embodiment one
As shown in Fig. 1-1 to Fig. 7, connecting node of the invention is applied to frame supported shear wall structure reverse construction, its bag
Include the conversion beam 100 and contrary sequence method supporting member of frame supported shear wall structure.Wherein, the frame supported shear wall that the present embodiment one is applied
The conversion layer 6 of structure is located at three layers or less floorings and carries out reverse construction by interface of the place flooring of conversion layer 6；It is inverse to make
Method supporting member is made up of translation building block 200 and circular steel tubing string component 300, is sheared for the bearing frame branch in reverse construction
Wall construction is located at the load of superstructure 5 of conversion layer more than 6；Also, contrary sequence method supporting member is embedded in frame supported shear wall structure
Shear wall 4 in, the concreting of shear wall 4 is coated on outside circular steel tubing string component 300 and translation building block 200 and pours
In entering the inner chamber of circular steel tubing string component 300 and translation building block 200.
In the present embodiment one, contrary sequence method supporting member is embedded in the rotation angle position of shear wall 4.
The lower end of above-mentioned circular steel tubing string component 300 is arranged on the lower section reinforced concrete of basement 7 of frame supported shear wall structure
In earth foundation 8, upper end extend close to the position of conversion layer 6, it is provided with three vertically arranged circular steel tubing strings 310, wherein one
Root circular steel tubing string 310 is arranged on the corner positions of the rotation angle position of shear wall 4, and two circular steel tubing strings 310 are respectively provided with addition
The wall locations of corner positions both sides are located in the rotation angle position of shear wall 4, are welded to connect between adjacent two circular steel tubing strings 310
There is steel pipe column connecting plate 320.Wherein, the top surface of circular steel tubing string component 300 is highly preferred to the bottom surface 102 of conversion beam 100
It is 1~2 times close to the deck-molding of conversion beam 100.
Above-mentioned translation building block 200 is provided with profile iron tubing string 210, supporting plate 220 and vertical ribbed stiffener 230.Supporting plate 220 is provided with suitable
In the through hole 221 of circular steel tubing string component 300, supporting plate 220 round steel pipe should be placed on by way of through hole 221 is with horizontal positioned
Outside post component 300 and it is welded to connect fixation.Profile iron tubing string 210 is made up of plurality of steel plates splicing, and formation is adapted to circle
The shape of cross section of steel pipe column component 300, and form hollow lower lumen 213 and with the vertical power transmission floor 211 in top
Upper lumen 212, wherein, the vertical power transmission floor 211 in top be arranged between the inwall of upper lumen 212 and its top surface with
The either flush of profile iron tubing string 210, corresponding each adjacent two circle of upper lumen 212 of circular steel tubing string component 300
Clearance space between steel pipe column 310 is provided with one piece of vertical power transmission floor 211 in top.The lower lumen 213 of profile iron tubing string 210
It is placed on outside circular steel tubing string component 300 and is welded to connect fixation so that the bottom of profile iron tubing string 210 is located and is fixed on support
On the top surface of plate 220, and cause each piece of vertical power transmission floor 211 in top be respectively positioned on correspondence clearance space top position, its
Bottom is located and is weldingly fixed on the top surface of correspondence steel pipe column connecting plate 320；Wherein, translation building block 200 and circular steel tubing string
The stack height of component 300 should be calculated according to the size of the load of superstructure 5 and determined.Vertical ribbed stiffener 230 is right angled triangle
Floor, each one piece of the correspondence of circular steel tubing string 310 is connected thereto fixed steel plate and is provided with one piece of right angled triangle floor, each
Two right-angle sides of block right angled triangle floor are respectively welded the bottom surface and correspondence circular steel tubing string for being fastened on supporting plate 220
On 310 side face, to enable the load of superstructure 5 of frame supported shear wall structure by the more reliable biography of translation building block 200
It is directed at circular steel tubing string component 300.
Above-mentioned conversion beam 100 is using reinforced concrete composite structure (including steel box-girder and steel framed concrete beam), conversion beam
100 Steel section member end face is butted on profile iron tubing string 210 on the steel plate in outside and is welded to connect fixation, wherein conversion beam
100 top surface 101 and the either flush of profile iron tubing string 210.Wherein, the steel plate that profile iron tubing string 210 is connected with conversion beam 100
Width and height all should be not less than the width and height of the Steel section member end face of conversion beam 100.
Embodiment two
As shown in figure 8, the connecting node of the embodiment of the present invention two is essentially identical with embodiment one, their difference is：
In the present embodiment two, contrary sequence method supporting member is embedded in the metope position of shear wall 4, and circular steel tubing string component 300 is provided with two
Vertically arranged circular steel tubing string 310, two circular steel tubing strings 310 are set along the bearing of trend at the metope position of shear wall 4；And
And, in order to strengthen the bonding strength between adjacent two circular steel tubing strings 310, connected between adjacent two circular steel tubing strings 310
There are two pieces of steel pipe column connecting plates 320 arranged in parallel.
Embodiment three
The connecting node of the embodiment of the present invention three on the basis of above-described embodiment one and structure described in embodiment two, in order to
It is adapted to the different cross section size and link position of conversion beam 100 so that the steel plate that profile iron tubing string 210 is located at outside has conjunction
(particularly in the case where condition is permitted chapped pipe can be reliably connected while suitable size with circular steel tubing string component 300
The steel plate that post 210 is connected with conversion beam 100 suitably should increase width to facilitate welding), connecting node of the invention can also be adopted
Following structure is taken to improve：Translation building block 200 is additionally provided with the vertical power transmission floor 240 in bottom, and profile iron tubing string 210 is located at appointing for outside
One or more steel plate of anticipating is welded to connect fixation by the vertical power transmission floor 240 in bottom and circular steel tubing string component 300.Fig. 9-1
Four kinds of implementation methods citing of the present embodiment three is shown to Fig. 9-4.
The present invention is not limited to above-mentioned specific embodiment, according to the above, according to the ordinary technical knowledge of this area
And customary means, under the premise of above-mentioned basic fundamental thought of the invention is not departed from, the present invention can also make other diversified forms
Equivalent modifications, replace or change, all fall among protection scope of the present invention.
According to inventive concept of the invention, the other forms of connecting node are exemplified below：
First, according to the horizontal-extending direction of shear wall 4 at contrary sequence method supporting member burial place and contrary sequence method support
The load of superstructure 5 of support required for component, circular steel tubing string component 300 of the invention can be set two or more circles
Shape steel pipe column 310, each circular steel tubing string 310 is vertically arranged, and each circular steel tubing string 310 is located at inverse work along shear wall 4
Method supporting member buries the horizontal-extending direction arranged for interval at position.
Second, according to the bonding strength demand between circular steel tubing string 310, welded between adjacent two circular steel tubing strings 310
Connecing can connect two pieces or more steel pipe column connecting plates 320 arranged in parallel；Profile iron tubing string 210 is located at any of outside
One block of steel plate is at least welded to connect fixation with a circular steel tubing string 310, to ensure profile iron tubing string 210 and circular steel tubing string structure
Being reliably connected between part 300.
3rd, vertical ribbed stiffener 230 can also be set according to the calculating of the load of superstructure 5 by known other vertical ribbed stiffeners
The mode of putting is connected between supporting plate 220 and circular steel tubing string component 300.
4th, between supporting plate 220 and circular steel tubing string component 300, the lower lumen 213 of profile iron tubing string 210 with it is circular
Between steel pipe column component 300, between vertical ribbed stiffener 230 and supporting plate 220, vertical ribbed stiffener 230 and circular steel tubing string component 300
Between, the Steel section member end of conversion beam 100 and profile iron tubing string 210 be located between the steel plate in outside, circular steel tubing string 310 with
Except welding connecting mode between steel pipe column connecting plate 320, can be also attached using other well known steel member connected mode
It is fixed.
Claims (10)
1. a kind of connecting node suitable for frame supported shear wall structure reverse construction, the conversion layer of the frame supported shear wall structure
(6) reverse construction is carried out positioned at three layers or less floorings and by interface of flooring where conversion layer (6)；The connecting node
Conversion beam (100) and contrary sequence method supporting member including the frame supported shear wall structure, wherein, the contrary sequence method supporting member is used
In carrying superstructure (5) of the frame supported shear wall structure more than the conversion layer (6) in the reverse construction
Load, it is embedded in the shear wall of the frame supported shear wall structure (4)；
It is characterized in that：Described contrary sequence method supporting member is made up of translation building block (200) and circular steel tubing string component (300)；
The lower end of circular steel tubing string component (300) is arranged on basement (7) the lower section reinforced concrete of the frame supported shear wall structure
In plinth (8), upper end extend position close to the conversion layer (6)；The translation building block (200) be provided with profile iron tubing string (210),
Supporting plate (220) and vertical ribbed stiffener (230), supporting plate (220) are provided with the through hole for being adapted to the circular steel tubing string component (300)
(221), supporting plate (220) is placed on outside the circular steel tubing string component (300) simultaneously by way of through hole (221) is with horizontal positioned
It is connected；Profile iron tubing string (210) is made up of plurality of steel plates splicing, and formation is adapted to the circular steel tubing string component
(300) shape of cross section, and form hollow lower lumen (213) and with the upper of the vertical power transmission floor (211) in top
Portion inner chamber (212), wherein, the vertical power transmission floor (211) in top is arranged between the inwall of the upper lumen (212) and it
The either flush of top surface and profile iron tubing string (210)；The lower lumen (213) of profile iron tubing string (210) is placed on the circular steel
Outside tubing string component (300) and it is connected so that the bottom of profile iron tubing string (210) is located and is fixed on the supporting plate
(220) on top surface, the bottom of the vertical power transmission floor (211) in top is located and is fixed on the circular steel tubing string component (300)
Top surface on；Vertical ribbed stiffener (230) is connected between the supporting plate (220) and circular steel tubing string component (300)；The conversion
Beam (100) uses the Steel section member end face of reinforced concrete composite structure, the conversion beam (100) to be butted on the profile iron tubing string
(210) on the steel plate in outside and it is connected, wherein the top surface (101) and the chapped pipe of the conversion beam (100)
The either flush of post (210).
2. connecting node according to claim 1, it is characterised in that：Described circular steel tubing string component (300) is provided with two
Root or more circular steel tubing string (310), each circular steel tubing string (310) is vertically arranged, each circular steel tubing string (310) edge
The shear wall (4) buries the horizontal-extending direction arranged for interval at position, adjacent two circular steels positioned at contrary sequence method supporting member
Steel pipe column connecting plate (320) is connected between tubing string (310)；Any one block steel of the profile iron tubing string (210) positioned at outside
Plate is at least connected with a circular steel tubing string (310).
3. connecting node according to claim 2, it is characterised in that：Between adjacent two circular steel tubing strings (310)
It is connected with two pieces or more steel pipe column connecting plates (320) arranged in parallel.
4. connecting node according to claim 2, it is characterised in that：In the top of the circular steel tubing string component (300)
The clearance space that chamber (212) is corresponded between each described adjacent two circular steel tubing string (310) is provided with one piece of top and erects
To power transmission floor (211), each piece of vertical power transmission floor (211) in top is respectively positioned on the top position of correspondence clearance space.
5. connecting node according to claim 2, it is characterised in that：Described vertical ribbed stiffener (230) is right angle trigonometry
Shape floor, each one piece of circular steel tubing string (310) correspondence is connected thereto fixed steel plate and is provided with one piece of right angle three
Angular floor, each piece of the two of right angled triangle floor right-angle side be fastened on respectively the supporting plate (220) bottom surface and
On the side face of correspondence circular steel tubing string (310).
6. connecting node according to claim 2, it is characterised in that：Described contrary sequence method supporting member is embedded in described cutting
The rotation angle position of power wall (4), the circular steel tubing string component (300) is provided with three circular steel tubing strings (310), wherein a circle
Steel pipe column (310) is arranged on the corner positions of the shear wall (4) rotation angle position, in addition two circular steel tubing strings (310) difference
It is arranged on wall locations of the shear wall (4) rotation angle position positioned at corner positions both sides.
7. connecting node according to claim 2, it is characterised in that：Described contrary sequence method supporting member is embedded in described cutting
The metope position of power wall (4), the circular steel tubing string component (300) is provided with two circular steel tubing strings (310), two circular steels
Tubing string (310) is set along the bearing of trend at the shear wall (4) metope position.
8. the connecting node according to claim 1 to 7 any one, it is characterised in that：Described translation building block (200) is also
The vertical power transmission floor (240) in bottom is provided with, the profile iron tubing string (210) passes through positioned at any one piece of outside or plurality of steel plates
The vertical power transmission floor (240) in bottom is connected with the circular steel tubing string component (300).
9. the connecting node according to claim 1 to 7 any one, it is characterised in that：The circular steel tubing string component
(300) top surface is to the height of the bottom surface (102) of conversion beam (100) close to 1~2 times of the conversion beam (100) deck-molding.
10. the connecting node according to claim 1 to 7 any one, it is characterised in that：The supporting plate (220) and circle
Between steel pipe column component (300), the lower lumen (213) of the profile iron tubing string (210) and the circular steel tubing string component
(300) between, between the vertical ribbed stiffener (230) and supporting plate (220), the vertical ribbed stiffener (230) and circular steel tubing string
Between component (300), the Steel section member end of the conversion beam (100) and profile iron tubing string (210) positioned at outside steel plate it
Between, between the circular steel tubing string (310) and steel pipe column connecting plate (320) be welded to connect fixation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510450034.5A CN105040810B (en) | 2015-07-28 | 2015-07-28 | Suitable for the connecting node of frame supported shear wall structure reverse construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510450034.5A CN105040810B (en) | 2015-07-28 | 2015-07-28 | Suitable for the connecting node of frame supported shear wall structure reverse construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105040810A CN105040810A (en) | 2015-11-11 |
| CN105040810B true CN105040810B (en) | 2017-06-06 |
Family
ID=54447751
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510450034.5A Active CN105040810B (en) | 2015-07-28 | 2015-07-28 | Suitable for the connecting node of frame supported shear wall structure reverse construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105040810B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350657B (en) * | 2015-12-01 | 2017-07-21 | 江苏筑森建筑设计股份有限公司 | A kind of Tenon node of girder steel and concrete shear wall |
| CN105926856B (en) * | 2016-06-30 | 2018-03-23 | 浙江东南网架股份有限公司 | A kind of multitube composite steel column and preparation method thereof |
| CN106436907B (en) * | 2016-11-22 | 2023-12-29 | 广州市设计院 | Tower crown steel and shear wall reinforced bar structure plug-in connection method and connection structure |
| CN112302209B (en) * | 2020-10-21 | 2021-12-24 | 日照大象房屋建设有限公司 | Steel and concrete shear wall mixed structure and manufacturing method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050065915A (en) * | 2003-12-26 | 2005-06-30 | 재단법인 포항산업과학연구원 | Steel plate shear wall with precast concrete panel |
| CN101063319A (en) * | 2007-03-27 | 2007-10-31 | 广东省建筑设计研究院 | Node component used for connecting steel tube concrete column with building roof beam |
| CN201598652U (en) * | 2010-01-12 | 2010-10-06 | 上海市第一建筑有限公司 | Bidirectional synchronous construction converting structure |
| CN201679147U (en) * | 2009-12-04 | 2010-12-22 | 上海市第二建筑有限公司 | Underpinning structure for superstructure shear wall during underground top-down construction of high-rise building |
| JP2013213387A (en) * | 2012-04-02 | 2013-10-17 | Noboru Watanabe | Prefabrication type sw construction having steel pipe pile foundation strong against major earthquake |
| CN103485443A (en) * | 2013-09-26 | 2014-01-01 | 华北水利水电大学 | Window-shaped-steel-plate concrete shear wall and manufacturing method thereof |
| CN205046668U (en) * | 2015-07-28 | 2016-02-24 | 广东省建筑设计研究院 | Connected node suitable for frame supported shear wall structure reverse construction |
-
2015
- 2015-07-28 CN CN201510450034.5A patent/CN105040810B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050065915A (en) * | 2003-12-26 | 2005-06-30 | 재단법인 포항산업과학연구원 | Steel plate shear wall with precast concrete panel |
| CN101063319A (en) * | 2007-03-27 | 2007-10-31 | 广东省建筑设计研究院 | Node component used for connecting steel tube concrete column with building roof beam |
| CN201679147U (en) * | 2009-12-04 | 2010-12-22 | 上海市第二建筑有限公司 | Underpinning structure for superstructure shear wall during underground top-down construction of high-rise building |
| CN201598652U (en) * | 2010-01-12 | 2010-10-06 | 上海市第一建筑有限公司 | Bidirectional synchronous construction converting structure |
| JP2013213387A (en) * | 2012-04-02 | 2013-10-17 | Noboru Watanabe | Prefabrication type sw construction having steel pipe pile foundation strong against major earthquake |
| CN103485443A (en) * | 2013-09-26 | 2014-01-01 | 华北水利水电大学 | Window-shaped-steel-plate concrete shear wall and manufacturing method thereof |
| CN205046668U (en) * | 2015-07-28 | 2016-02-24 | 广东省建筑设计研究院 | Connected node suitable for frame supported shear wall structure reverse construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105040810A (en) | 2015-11-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103741604B (en) | Totally-prefabricated assembling type reinforced concrete bridge splicing structure and attaching method thereof | |
| CN102493603B (en) | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method | |
| CN103556781B (en) | A kind of assembling frame band steel corbel long column and construction method thereof | |
| CN105019475A (en) | Prefabricated integral concrete comprehensive pipe rack and construction method | |
| CN108331158A (en) | A kind of joint connection in site method of precast reinforced concrete beam column | |
| CN105040810B (en) | Suitable for the connecting node of frame supported shear wall structure reverse construction | |
| CN104060761B (en) | U-shaped steel concrete combination beam and construction method thereof | |
| CN108149825B (en) | A kind of connection type and construction method for the prefabricated board of assembled architecture, prefabricated board and beam | |
| CN103866693B (en) | A kind of mounting method of steel concrete bowstring arch bridge arch rib | |
| CN104532997A (en) | Assembly type floor system and construction method thereof | |
| CN104763085B (en) | The double T floor frames structures of assembled integral prestressing force and its construction method | |
| CN205348391U (en) | Take prefabricated beam column rebar mechanical connection node of lag | |
| CN203684108U (en) | Fully-precast assembly type reinforced concrete bridge assembling structure | |
| CN104947681A (en) | Super large super deep basement ground pit construction method | |
| CN110080289A (en) | A kind of open cutting construction method of assembled flat-top greatly across no column underground structure | |
| CN107165271A (en) | A kind of assembled Special-Shaped Column concrete frame structure | |
| CN210316185U (en) | Prefabricated shear wall, connected node | |
| CN104234447B (en) | Deep foundation ditch tool-type hangs stair | |
| CN103790176B (en) | A kind of construction method of pre-buried manomelia rod structure | |
| CN206769047U (en) | A kind of steel lattice column and bored concrete pile attachment structure | |
| CN205046668U (en) | Connected node suitable for frame supported shear wall structure reverse construction | |
| CN202401667U (en) | Prefabricated column with reserved embedded column porous channel and embedded column type full-assembly anti-seismic building | |
| CN207436340U (en) | A kind of Large-span Precast floor construction | |
| CN104831928A (en) | Construction method for high-altitude large-span concrete connected structure formwork supporting steel platform | |
| CN212078858U (en) | Assembled reinforced concrete pond |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: No.97 Liuhua Road, Liwan District, Guangzhou City, Guangdong Province 510010 Patentee after: Guangdong Architectural Design and Research Institute Co., Ltd Address before: Guangzhou City, Guangdong province 510010 Liuhua Road No. 97 Patentee before: ARCHITECTURAL DESIGN Research Institute OF GUANGDONG PROVINCE |
|
| CP03 | Change of name, title or address |