CN105863166A - Prefabricated L-shaped column energy consumption connection node - Google Patents
Prefabricated L-shaped column energy consumption connection node Download PDFInfo
- Publication number
- CN105863166A CN105863166A CN201610341154.6A CN201610341154A CN105863166A CN 105863166 A CN105863166 A CN 105863166A CN 201610341154 A CN201610341154 A CN 201610341154A CN 105863166 A CN105863166 A CN 105863166A
- Authority
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- China
- Prior art keywords
- side plate
- square steel
- steel
- concrete combination
- combination column
- 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.)
- Granted
Links
- 238000005265 energy consumption Methods 0.000 title abstract 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 142
- 239000010959 steel Substances 0.000 claims abstract description 142
- 239000003351 stiffener Substances 0.000 claims description 37
- 239000002689 soil Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 230000003014 reinforcing effect Effects 0.000 abstract 2
- 238000003466 welding Methods 0.000 description 3
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a prefabricated L-shaped column energy consumption connection node which comprises an energy consumption connection piece, a first concrete combination column and a second concrete combination column. The first concrete combination column and the second concrete combination column each comprise a first side plate, a second side plate, a first square steel, a second square steel and a first reinforcing plate, wherein the two side faces of the first reinforcing plate are connected with the inner side of the first side plate and the inner side face of the second side plate respectively, the two ends of the first side plate are connected with the right side face of the first square steel and the left side face of the second square steel respectively, the two ends of the second side plate are connected with the right side face of the first square steel and the left side face of the second square steel respectively, the first side plate is flush with the front face of the first square steel and the front face of the second square steel, and the second side plate is flush with the back face of the first square steel and the back face of the second square steel. The prefabricated L-shaped column energy consumption connection node is good in bearing capacity, ductility and observability, saves space and is short in construction time.
Description
Technical field
The present invention relates to a kind of connection node, be specifically related to a kind of prefabricated L-shaped post power consumption connecting joint
Point.
Background technology
China " rectangular steel tube with concrete infilled technical regulation " (GECS159:2004) provides at present
For steel core concrete column mainly by the node of the forms such as internal partition formula, outer shroud be board-like, but to mesh
Till before, the power consumption of existing prefabricated L-shaped post connects node and cripling phenomenon often occurs, carrying
Ability and ductility are poor, and indoor-bollard often highlights corner angle, thus are effectively reduced house
Usable floor area and ornamental, it addition, existing prefabricated L-shaped post power consumption connect node great majority be
Job site pours, construction inconvenience, and the engineering time is longer, thus serious impact
Duration.
Summary of the invention
It is an object of the invention to the shortcoming overcoming above-mentioned prior art, it is provided that a kind of prefabricated L-shaped
Post power consumption connects node, and the bearing capacity of this connection node, ductility, ornamental are preferable, and save
Save space, and the engineering time is shorter.
For reaching above-mentioned purpose, prefabricated L-shaped post of the present invention power consumption connects node and includes that power consumption is even
Fitting, the first concrete combination column and the second concrete combination column, the first concrete combination column and
Two concrete combination columns all include the first side plate, the second side plate, the first square steel, the second square steel and
One stiffener, the two sides of the first stiffener respectively with the medial surface of the first side plate and the second side plate
Medial surface is connected, the two ends of the first side plate respectively with the right flank of the first square steel and the second square steel
Left surface is connected, the two ends of the second side plate respectively with the right flank of the first square steel and the second square steel
Left surface is connected, and the first side plate and the front of the first square steel and the front flush of the second square steel,
The back side of the second side plate and the back side of the first square steel and the second square steel flushes, and the first stiffener is positioned at
Between one square steel and the second square steel, in the first square steel, in the second square steel and the first stiffener with
Concrete has all been poured between first square steel and the second square steel；
In first concrete combination column in the left surface of the first square steel and the second concrete combination column first
The front of square steel is connected by power consumption connector.
Also include the 3rd side plate, the 4th side plate, the 5th side plate and the 6th side plate；
One end of 3rd side plate passes side and second side of the first side plate in the first concrete combination column
The side of plate is connected with the first side plate and the second side plate, and the side of the 4th side plate one end is mixed with first
In solidifying local soil type zygostyle, the left surface of the first square steel is connected；
The side of the 5th side plate one end is connected with the back side of the first square steel in the second concrete combination column
Connecing, the side of the 6th side plate one end is connected with the front of the first square steel in the second concrete combination column；
The other end of the 5th side plate and the other end of the 3rd side plate are connected with the right flank of power consumption connector
Connecing, the other end of the 6th side plate and the other end of the 4th side plate are connected with the left surface of power consumption connector
Connect.
Described power consumption connector includes the first channel-section steel, the second channel-section steel and some second stiffeners, wherein
One end of each second stiffener is fixed on the medial surface of the first channel-section steel, another of each second stiffener
End is fixed on the medial surface of the second channel-section steel, the side of the 3rd side plate and the right flank phase of the first channel-section steel
Connect, the side of the 4th side plate is connected with the left surface of the first channel-section steel, the side of the 5th side plate and
The right flank of the second channel-section steel is connected, and the side of the 6th side plate is connected with the left surface of the second channel-section steel.
The side of the 3rd side plate is connected by some first bolts with the right flank of the first channel-section steel；
The side of the 4th side plate is connected by some second bolts with the left surface of the first channel-section steel；
The side of the 5th side plate is connected by some 3rd bolts with the right flank of the second channel-section steel；
The side of the 6th side plate is connected by some 4th bolts with the left surface of the second channel-section steel.
Each first bolt is the most equidistantly distributed, and each second bolt is the most equidistantly distributed；Each 3rd
Bolt is the most equidistantly distributed；Each 4th bolt is the most equidistantly distributed；Each 5th bolt is successively etc.
Spacing is distributed；Each 6th bolt is the most equidistantly distributed.
Left side and the right side of each second stiffener all offer groove.
The middle part of each second stiffener all offers through hole.
The method have the advantages that
Prefabricated L-shaped post of the present invention power consumption connect node include the first concrete combination column, the
Two concrete combination columns and power consumption connector, the first concrete combination column and the second concrete combination column
All include the first side plate, the second side plate, the first square steel, the second square steel and the first stiffener, first
Square steel, the second square steel and the first stiffener are located between the first side plate and the second side plate, by first
First square steel, the second square steel and the first stiffener are carried out spacing by side plate and the second side plate, and simultaneously
In one square steel, in the second square steel, all fill between the first stiffener and the first square steel and the second square steel
There is concrete, by concrete as the edge constraint component of connection node, improve first greatly
Concrete combination column and the bearing capacity of the second concrete combination column and energy dissipation capacity.Simultaneously by first
Cavity between first side plate, the second side plate, the first square steel and the second square steel is divided into two by stiffener
Individual little chamber, improves the first concrete combination column and the bearing capacity of the second concrete combination column and ductility,
Avoid the first side plate and the second side plate generation flexing phenomenon.It addition, when making, can be according to wall
Width adjusting first square steel of body and the width of the second square steel such that it is able to make the first Combined concrete
Post and the second concrete combination column and the same width of body of wall, increase the usable floor area of building, improves building
Ornamental.Meanwhile, the first concrete combination column in the present invention and the second concrete combination column can
To produce in batches in the factory, then it is transported to job site, then by the first concrete combination column
In the left surface of the first square steel and the second concrete combination column, the front of the first side plate is connected,
Form the power consumption of described prefabricated L-shaped post and connect node, it is to avoid poured in place concrete, when reducing construction
Between, improve the quality of construction.It addition, by power consumption connector by the first concrete combination column and the
In two concrete combination columns, the first square steel is connected, and it is the most firm to connect, and bearing capacity and ductility
Higher.
Accompanying drawing explanation
Fig. 1 is the first concrete combination column 10 and exploded view of the second Combined concrete in the present invention；
Fig. 2 is the structural representation of the first concrete combination column 10 in the present invention；
Fig. 3 is the structural representation of the second concrete combination column 11 in the present invention；
Fig. 4 is the structural representation of connector of consuming energy in the present invention；
Fig. 5 is the exploded view of the present invention；
Fig. 6 is the structural representation of the present invention.
Wherein, 1 be the first side plate, 2 be the second side plate, 3 be the first square steel, 4 be the second square steel,
5 it is the first stiffener, 6 is the 3rd side plate, 7 is the 4th side plate, 8 is the 5th side plate, 9 is
Six side plates, 10 be the first concrete combination column, 11 be the second concrete combination column, 12 be first
Channel-section steel, 13 be the second channel-section steel, 14 be the second stiffener,.
Detailed description of the invention
Below in conjunction with the accompanying drawings the present invention is described in further detail:
With reference to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and Fig. 6, prefabricated L-shaped of the present invention
Post power consumption connects node and includes consume energy connector, the first concrete combination column 10 and the second coagulation local soil type
Zygostyle 11, the first concrete combination column 10 and the second concrete combination column 11 all include the first side plate
1, the second side plate the 2, first square steel the 3, second square steel 4 and the first stiffener 5, the first stiffener 5
Two sides be connected with the medial surface of the first side plate 1 and the medial surface of the second side plate 2 respectively,
The two ends of side plate 1 are connected with the right flank of the first square steel 3 and the left surface of the second square steel 4 respectively
Connect, the two ends of the second side plate 2 respectively with right flank and the left side of the second square steel 4 of the first square steel 3
Face is connected, and the first side plate 1 and the front of the first square steel 3 and the front flush of the second square steel 4,
Second side plate 2 flushes with the back side of the first square steel 3 and the back side of the second square steel 4, the first stiffener
5 between the first square steel 3 and the second square steel 4, in the first square steel 3, in the second square steel 4,
And first all poured concrete between stiffener 5 and the first square steel 3 and the second square steel 4；The
In one concrete combination column 10 in the left surface of the first square steel 3 and the second concrete combination column 11
The front of one square steel 3 is connected by power consumption connector.
Of the present invention also include the 3rd side plate the 6, the 4th side plate the 7, the 5th side plate 8 and the 6th side
Plate 9；One end of 3rd side plate 6 is through the side of the first side plate 1 in the first concrete combination column 10
And second the side of side plate 2 be connected with the first side plate 1 and the second side plate 2, the 4th side plate 7 one
The side of end is connected with the left surface of the first square steel 3 in the first concrete combination column 10；5th side
The side of plate 8 one end is connected with the back side of the first square steel 3 in the second concrete combination column 11, the
The side of six side plate 9 one end is connected with the front of the first square steel 3 in the second concrete combination column 11
Connect；The right flank of the other end of the 5th side plate 8 and the other end of the 3rd side plate 6 and power consumption connector
It is connected, the other end of the 6th side plate 9 and the other end of the 4th side plate 7 and a left side for power consumption connector
Side is connected.
Described power consumption connector includes the first channel-section steel the 12, second channel-section steel 13 and some second stiffeners
14, one end of the most each second stiffener 14 is fixed on the medial surface of the first channel-section steel 12, and each
The other end of two stiffeners 14 is fixed on the medial surface of the second channel-section steel 13, the side of the 3rd side plate 6
Face is connected with the right flank of the first channel-section steel 12, the side of the 4th side plate 7 and the first channel-section steel 12
Left surface is connected, and the side of the 5th side plate 8 is connected with the right flank of the second channel-section steel 13, and the 6th
The side of side plate 9 is connected with the left surface of the second channel-section steel 13；The side and first of the 3rd side plate 6
The right flank of channel-section steel 12 is connected by some first bolts；The side of the 4th side plate 7 and the first groove
The left surface of steel 12 is connected by some second bolts；The side of the 5th side plate 8 and the second channel-section steel
The right flank of 13 is connected by some 3rd bolts；The side of the 6th side plate 9 and the second channel-section steel 13
Left surface be connected by some 4th bolts.Concrete, each first bolt the most equidistantly divides
Cloth, each second bolt is the most equidistantly distributed；Each 3rd bolt is the most equidistantly distributed；Each 4th
Bolt is the most equidistantly distributed；Each 5th bolt is the most equidistantly distributed；Each 6th bolt is successively etc.
Spacing is distributed；Left side and the right side of each second stiffener 14 all offer groove；Each second adds
The middle part of strength plate 14 all offers through hole.
The work progress of the present invention is:
1) in the 3rd side plate the 6, the 4th side plate the 7, the 5th side plate 8 and the 6th side plate 9 perforate；2)
Carrying out the construction of the first concrete combination column 10, work progress is: to the first side plate 1 and the second side
Groove is offered in the end of plate 2, then carry out first side plate the 1, second side plate the 2, first square steel 3,
Two square steel 4 and the welding of the first stiffener 5, the 3rd side plate 6 is through the groove on the first side plate 1
And second side plate 2 groove and the first side plate 1 and the second side plate 2 phase welding, the most again by the 4th
Side plate 7 is welded on the left surface of the first square steel 3, after having welded again by concreting in
One square steel 3 is interior, the second square steel 4 is interior and the first stiffener 5 and the first square steel 3 and second party
Between steel 4, obtain the first concrete combination column 10；3) executing of the second concrete combination column 11 is carried out
Work, work progress is: first carry out first side plate the 1, second side plate the 2, the 5th side plate the 8, the 6th side
Plate the 9, first square steel the 3, second square steel 4 and the welding of the first stiffener 5, pour coagulation the most again
Soil, obtains the second concrete combination column 11；4) make power consumption connector, under fall down successively by the
The two ends of two stiffeners 14 are welded mutually with the medial surface of the first channel-section steel 12 and the medial surface of the second channel-section steel 13
Connect；5) will power consumption connector, the first concrete combination column 10 and the second concrete combination column 11
Transport is to job site, then regulates the first concrete combination column 10 and the second concrete combination column 11
Position, by power consumption connector by the first concrete combination column 10 and the second concrete combination column
11 are connected, and can complete the power consumption of prefabricated L-shaped post and connect the construction of node.
Claims (7)
1. prefabricated L-shaped post power consumption connects node, it is characterised in that the connector that includes consuming energy,
First concrete combination column (10) and the second concrete combination column (11), the first concrete combination column
(10) and the second concrete combination column (11) all include the first side plate (1), the second side plate (2),
First square steel (3), the second square steel (4) and the first stiffener (5), the two of the first stiffener (5)
Side is connected with the medial surface of the first side plate (1) and the medial surface of the second side plate (2) respectively, the
The two ends of side plate (1) respectively with right flank and the left side for the second square steel (4) of the first square steel (3)
Side is connected, the two ends of the second side plate (2) respectively with the right flank and second of the first square steel (3)
The left surface of square steel (4) is connected, and the front of the first side plate (1) and the first square steel (3) and
The front flush of the second square steel (4), the back side of the second side plate (2) and the first square steel (3) and the
The back side of two square steel (4) flushes, and the first stiffener (5) is positioned at the first square steel (3) and second party
Between steel (4), the first square steel (3) is interior, the second square steel (4) is interior and the first stiffener (5)
And all pour concrete between the first square steel (3) and the second square steel (4)；
The left surface of the first square steel (3) and the second coagulation local soil type in first concrete combination column (10)
In zygostyle (11), the front of the first square steel (3) is connected by power consumption connector.
Prefabricated L-shaped post the most according to claim 1 power consumption connects node, it is characterised in that
Also include the 3rd side plate (6), the 4th side plate (7), the 5th side plate (8) and the 6th side plate (9)；
One end of 3rd side plate (6) is through the first side plate (1) in the first concrete combination column (10)
Side and the side of the second side plate (2) be connected with the first side plate (1) and the second side plate (2),
The side of the 4th side plate (7) one end and the first square steel (3) in the first concrete combination column (10)
Left surface is connected；
The side of the 5th side plate (8) one end and the first square steel (3) in the second concrete combination column (11)
The back side be connected, in the side of the 6th side plate (9) one end and the second concrete combination column (11)
The front of the first square steel (3) is connected；
The right side of the other end of the 5th side plate (8) and the other end of the 3rd side plate (6) and power consumption connector
Side is connected, and the other end of the 6th side plate (9) and the other end of the 4th side plate (7) are with power consumption even
The left surface of fitting is connected.
Prefabricated L-shaped post the most according to claim 2 power consumption connects node, it is characterised in that
Described power consumption connector includes the first channel-section steel (12), the second channel-section steel (13) and some second stiffeners
(14), the medial surface of the first channel-section steel (12) is fixed in one end of the most each second stiffener (14)
On, the other end of each second stiffener (14) is fixed on the medial surface of the second channel-section steel (13), the
The side of three side plates (6) is connected with the right flank of the first channel-section steel (12), the 4th side plate (7)
Side is connected with the left surface of the first channel-section steel (12), the side of the 5th side plate (8) and the second groove
The right flank of steel (13) is connected, the side of the 6th side plate (9) and a left side for the second channel-section steel (13)
Side is connected.
Prefabricated L-shaped post the most according to claim 3 power consumption connects node, it is characterised in that
The side of the 3rd side plate (6) and the right flank of the first channel-section steel (12) are by some first bolts
It is connected；
The side of the 4th side plate (7) and the left surface of the first channel-section steel (12) are by some second bolts
It is connected；
The side of the 5th side plate (8) and the right flank of the second channel-section steel (13) are by some 3rd bolts
It is connected；
The side of the 6th side plate (9) and the left surface of the second channel-section steel (13) are by some 4th bolts
It is connected.
Prefabricated L-shaped post the most according to claim 4 power consumption connects node, it is characterised in that
Each first bolt is the most equidistantly distributed, and each second bolt is the most equidistantly distributed；Each 3rd bolt depends on
Secondary equidistant distribution；Each 4th bolt is the most equidistantly distributed；Each 5th bolt is the most equidistantly distributed；
Each 6th bolt is the most equidistantly distributed.
Prefabricated L-shaped post the most according to claim 3 power consumption connects node, it is characterised in that
Left side and the right side of each second stiffener (14) all offer groove.
Prefabricated L-shaped post the most according to claim 3 power consumption connects node, it is characterised in that
The middle part of each second stiffener (14) all offers through hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610341154.6A CN105863166B (en) | 2016-05-20 | 2016-05-20 | A kind of prefabricated L-shaped column energy consumption connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610341154.6A CN105863166B (en) | 2016-05-20 | 2016-05-20 | A kind of prefabricated L-shaped column energy consumption connecting node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863166A true CN105863166A (en) | 2016-08-17 |
| CN105863166B CN105863166B (en) | 2018-11-02 |
Family
ID=56634865
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610341154.6A Expired - Fee Related CN105863166B (en) | 2016-05-20 | 2016-05-20 | A kind of prefabricated L-shaped column energy consumption connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105863166B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740539A (en) * | 2017-09-21 | 2018-02-27 | 华侨大学 | A kind of rectangular profile corrugated steel concrete combination column |
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|---|---|---|---|---|
| JPH08246547A (en) * | 1995-03-08 | 1996-09-24 | Sumitomo Constr Co Ltd | Pole-beam junction structure |
| JPH10306499A (en) * | 1997-05-09 | 1998-11-17 | Sekisui Chem Co Ltd | Damping building |
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| Publication number | Publication date |
|---|---|
| CN105863166B (en) | 2018-11-02 |
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