CN105839774B - A kind of prefabricated T-shaped power consumption connecting node - Google Patents
A kind of prefabricated T-shaped power consumption connecting node Download PDFInfo
- Publication number
- CN105839774B CN105839774B CN201610341152.7A CN201610341152A CN105839774B CN 105839774 B CN105839774 B CN 105839774B CN 201610341152 A CN201610341152 A CN 201610341152A CN 105839774 B CN105839774 B CN 105839774B
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- Prior art keywords
- square steel
- side plate
- steel
- plate
- square
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 223
- 239000010959 steel Substances 0.000 claims abstract description 223
- 239000003351 stiffener Substances 0.000 claims abstract description 33
- 238000010276 construction Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 238000005516 engineering process 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
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of prefabricated T-shaped power consumption connecting node, including power consumption connector, the first concrete combination column and the second concrete combination column, the first concrete combination column to include the first side plate, the second side plate, the first square steel, the second square steel and the first stiffener；Second concrete combination column includes third steel, four square steel, the 5th square steel, the 3rd side plate, the 4th side plate, the 5th side plate and the 6th side plate.Bearing capacity of the present invention, ductility, ornamental are preferable, and save space, and the engineering time is shorter.
Description
Technical field
The present invention relates to a kind of connecting node, and in particular to a kind of prefabricated T-shaped power consumption connecting node.
Background technology
China at present《Rectangular steel tube with concrete infilled technical regulation》(GECS159：2004) the T-shaped connection that is used for provided saves
Point is mainly by the node for the form such as internal partition formula, outer shroud be board-like, but up to the present, existing T-shaped connecting node often occurs
Local buckling phenomenon, bearing capacity and ductility are poor, and indoor-bollard often protrudes corner angle, so as to be effectively reduced house
Usable floor area and ornamental, in addition, most of existing T-shaped connecting node is to be poured at the construction field (site), construction is inconvenient,
And the engineering time is longer, so as to the serious influence duration.
The content of the invention
The shortcomings that it is an object of the invention to overcome above-mentioned prior art, there is provided a kind of prefabricated T-shaped power consumption connecting node,
The bearing capacity of the connecting node, ductility, ornamental are preferable, and save space, and the engineering time is shorter.
To reach above-mentioned purpose, prefabricated T-shaped power consumption connecting node of the present invention includes power consumption connector, the first Combined concrete
Post and the second concrete combination column, the first concrete combination column include the first side plate, the second side plate, the first square steel, the second square steel
And first stiffener, the two sides of the first stiffener are connected with the medial surface of the first side plate and the medial surface of the second side plate respectively
Connecing, the both ends of the first side plate are connected with the right flank of the first square steel and the left surface of the second square steel respectively, and the two of the second side plate
End is connected with the right flank of the first square steel and the left surface of the second square steel respectively, and the first side plate and the first square steel positive and
The front flush of second square steel, the second side plate flush with the back side of the first square steel and the back side of the second square steel, the first stiffener position
Between the first square steel and the second square steel, the first square steel is interior, the second square steel is interior and the first stiffener and the first square steel and second
Concrete has been poured between square steel；
Second concrete combination column includes third steel, four square steel, the 5th square steel, the 3rd side plate, the 4th side plate, the 5th
Side plate and the 6th side plate, wherein, third steel, four square steel and the 5th square steel are from left to right sequentially distributed, and the two of the 3rd side plate
End is connected with the side of third steel and the side of four square steel, the both ends of the 4th side plate respectively with the side of third steel and
The side of four square steel is connected, and the both ends of the 5th side plate are connected with the side of four square steel and the side of the 5th square steel respectively
Connect, the both ends of the 6th side plate are connected with the side of four square steel and the side of the 5th square steel respectively, the 3rd side plate and the 5th side
The front of plate and third steel, the front of four square steel and the front flush of the 5th square steel, the 4th side plate and the 6th side plate and the
The back side at the back side of three square steel, the back side of four square steel and the 5th square steel flushes, and third steel is interior, four square steel is interior, the 5th side
Concrete is filled with steel, between third steel and four square steel and between four square steel and the 5th square steel；
The right flank of second square steel is connected with the front of four square steel by the connector that consumes energy.
Also include heptalateral plate, the 8th side plate, the 9th side plate and the tenth side plate, wherein, the side of heptalateral plate one end and
The side of the 8th side plate one end is connected with the front of the second square steel and the back side respectively, and one end of the 9th side plate passes through the 3rd side plate
It is connected with the left surface of four square steel, one end of the tenth side plate is connected through the 5th side plate with the right flank of four square steel,
Heptalateral plate and the tenth side plate are fixed on the left surface of power consumption connector, and the 8th side plate and the 9th side plate are fixed on power consumption connection
On the right flank of part.
The power consumption connector includes the first channel-section steel, the second channel-section steel and some second stiffeners, and the one of each second stiffener
The medial surface of the first channel-section steel is fixed at end, and the other end of each second stiffener is fixed on the medial surface of the second channel-section steel, wherein, first
The left surface of channel-section steel is connected by some first bolts with the side of the tenth side plate, and the right flank of the first channel-section steel passes through some
Two bolts are connected with the side of the 9th side plate, the side that the left surface of the second channel-section steel passes through some 3rd bolts and heptalateral plate
It is connected, the right flank of the second channel-section steel is connected by some 4th bolts with the side of the 8th side plate.
Each first bolt equidistantly distributed successively, each second bolt equidistantly distributed successively.
Each 3rd bolt equidistantly distributed successively, each 4th bolt equidistantly distributed successively.
The left surface and right flank of each second stiffener open up fluted.
The middle part of each second stiffener offers through hole.
The invention has the advantages that：
Prefabricated T-shaped power consumption connecting node of the present invention includes power consumption connector, the first concrete combination column and second
Concrete combination column, the first concrete combination column add including the first side plate, the second side plate, the first square steel, the second square steel and first
Strength plate, the first square steel, the second square steel and the first stiffener are located between the first side plate and the second side plate, in the first square steel, second
Concrete is filled with square steel, between the first stiffener and the first square steel and the second square steel, is used as by concrete whole mixed
The edge constraint component of solidifying local soil type zygostyle, greatly improve the bearing capacity and energy dissipation capacity of the first concrete combination column.Lead to simultaneously
Cross the first stiffener and the cavity between the first side plate, the second side plate, the first square steel and the second square steel is divided into two small chambers, carry
The bearing capacity and ductility of high first concrete combination column and the second concrete combination column, the first side plate and the second side plate is avoided to occur
Flexing phenomenon.Second concrete combination column includes third steel, four square steel and the 5th square steel, third steel, four directions
It is connected between steel and the 5th square steel by the 3rd side plate, the 4th side plate, the 5th side plate and the 6th side plate, then pours coagulation again
Soil, so that the second concrete combination column has stronger bearing capacity and ductility.In addition, when making, can be according to wall
The square steel of width adjusting first, the second square steel, third steel, four square steel, the width of the 5th square steel and six square steel, so as to
Enough make the first concrete combination column and the second concrete combination column and the same width of wall, increase the usable floor area of building, raising is built
The ornamental built.Meanwhile the present invention in the first concrete combination column and the second concrete combination column can in the factory batch
Production, is then transported to job site, then the first concrete combination column and the second concrete combination column are passed through into the connector that consumes energy
It is connected, you can form the prefabricated T-shaped power consumption connecting node, avoid poured in place concrete, reduce the engineering time, raising is applied
The quality of work.
Brief description of the drawings
Fig. 1 is the exploded view of the first concrete combination column 1 in the present invention；
Fig. 2 is the exploded view of the second concrete combination column 2 in the present invention；
Fig. 3 is the structural representation of the first concrete combination column 1 in the present invention；
Fig. 4 is the structural representation of power consumption connector 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 concrete combination column, 2 be the second concrete combination column, 3 be the first square steel, 4 be the second square steel,
5 it is the first side plate, 6 be the second side plate, 7 be the first stiffener, 8 be third steel, 9 be four square steel, 10 is the 5th square steel, 11
For the 3rd side plate, 12 be the 4th side plate, 13 be the 5th side plate, 14 be the 6th side plate, 15 be heptalateral plate, 16 be the 8th side plate,
17 it is the 9th side plate, 18 be the tenth side plate, 19 be the first channel-section steel, 20 be the second channel-section steel, 21 is the second stiffener.
Embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings：
With reference to figure 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and Fig. 6, prefabricated T-shaped power consumption connecting node of the present invention includes power consumption
Connector, the first concrete combination column 1 and the second concrete combination column 2, the first concrete combination column 1 include the first side plate 5, the
Two side plates 6, the first square steel 3, the second square steel 4 and the first stiffener 7, the two sides of the first stiffener 7 respectively with the first side plate 5
The medial surface of medial surface and the second side plate 6 is connected, the both ends of the first side plate 5 right flank and second with the first square steel 3 respectively
The left surface of square steel 4 is connected, the both ends of the second side plate 6 respectively with the right flank of the first square steel 3 and the left surface of the second square steel 4
It is connected, and positive and the second square steel 4 the front flush of the first side plate 5 and the first square steel 3, the second side plate 6 and the first square steel 3
The back side and the back side of the second square steel 4 flush, the first stiffener 7 is between the first square steel 3 and the second square steel 4, the first square steel 3
Concrete has been poured in interior, the second square steel 4 and between the first stiffener 7 and the first square steel 3 and the second square steel 4；Second is mixed
Solidifying local soil type zygostyle 2 includes third steel 8, four square steel 9, the 5th square steel 10, the 3rd side plate 11, the 4th side plate 12, the 5th side plate
13 and the 6th side plate 14, wherein, third steel 8, the square steel 10 of four square steel 9 and the 5th are from left to right sequentially distributed, the 3rd side plate
11 both ends are connected with the side of third steel 8 and the side of four square steel 9, the both ends of the 4th side plate 12 respectively with third party
The side of steel 8 and the side of four square steel 9 are connected, the both ends of the 5th side plate 13 respectively with the side of four square steel 9 and the 5th
The side of square steel 10 is connected, the both ends of the 6th side plate 14 respectively with the side of four square steel 9 and the side phase of the 5th square steel 10
Connection, the 3rd side plate 11 and the front of the 5th side plate 13 and third steel 8, the front of four square steel 9 and the 5th square steel 10 are just
Face flushes, the back side, the back side of four square steel 9 and the back of the body of the 5th square steel 10 of the 4th side plate and the 6th side plate 14 and third steel 8
Face flushes, in third steel 8, in four square steel 9, in the 5th square steel 10, between third steel 8 and four square steel 9 and the 4th
Concrete is filled between the square steel 10 of square steel 9 and the 5th；The right flank of second square steel 4 and the front of four square steel 9 pass through consumption
Energy connector is connected.
Present invention additionally comprises heptalateral plate 15, the 8th side plate 16, the 9th side plate 17 and the tenth side plate 18, wherein, heptalateral
The side of the one end of plate 15 and the side of the one end of the 8th side plate 16 are connected with the front of the second square steel 4 and the back side respectively, the 9th side
One end of plate 17 is connected through the 3rd side plate 11 with the left surface of four square steel 9, and one end of the tenth side plate 18 passes through the 5th side
Plate 13 is connected with the right flank of four square steel 9, and the side plate 18 of heptalateral plate 15 and the tenth is fixed on the left surface of power consumption connector
On, the 8th side plate 16 and the 9th side plate 17 are fixed on the right flank of power consumption connector.
The power consumption connector includes the first channel-section steel 19, the second channel-section steel 20 and some second stiffeners 21, and each second puts more energy into
The medial surface of the first channel-section steel 19 is fixed in one end of plate 21, and the other end of each second stiffener 21 is fixed on the interior of the second channel-section steel 20
Side, the left surface and right flank of each second stiffener 21 open up fluted；The middle part of each second stiffener 21 offers
Through hole, wherein, the left surface of the first channel-section steel 19 is connected by some first bolts with the side of the tenth side plate 18, the first channel-section steel
19 right flank is connected by some second bolts with the side of the 9th side plate 17, and the left surface of the second channel-section steel 20 passes through some
3rd bolt is connected with the side of heptalateral plate 15, and the right flank of the second channel-section steel 20 passes through some 4th bolts and the 8th side plate
16 side is connected；Each first bolt equidistantly distributed successively, each second bolt equidistantly distributed successively；Each 3rd bolt according to
Secondary equidistantly distributed, each 4th bolt equidistantly distributed successively.
The present invention work progress be：
1) construction of the first concrete combination column 1 is carried out, Specific construction process is：First complete the first side plate 5, the second side plate
6th, the welding of the first square steel 3, the second square steel 4, the first stiffener 7, the side plate 16 of heptalateral plate 15 and the 8th, then again by concrete
Pour in the first square steel 3, in the second square steel 4 and between the first stiffener 7 and the first square steel 3 and the second square steel 4, complete
The preparation of first concrete combination column 1；2) construction of the second concrete combination column 2 is carried out, Specific construction process is：Present 5th
The end fluting of the side plate 11 of side plate 13 and the 3rd, then carries out the 3rd side plate 11, the 4th side plate 12, the 5th side plate the 13, the 6th again
Side plate 14, the 9th side plate 17, the tenth side plate 18, third steel 8, the welding of four square steel 9, the 5th square steel 10, then by coagulation
Soil pours in the third steel 8, in four square steel 9, in the 5th square steel 10, between third steel 8 and four square steel 9, Yi Ji
Between the square steel 10 of four square steel 9 and the 5th, the preparation of the second concrete combination column 2 is completed；4) welding of power consumption connector is carried out；3)
Power consumption connector, the first concrete combination column 1 and the second concrete combination column 2 are transported to job site, pass through the first bolt
The left surface of first channel-section steel 19 is connected with the side of the tenth side plate 18, by the second bolt by the right flank of the first channel-section steel 19
It is connected with the side of the 9th side plate 17, by the 3rd bolt by the side phase of the left surface and heptalateral plate 15 of the second channel-section steel 20
The right flank of second channel-section steel 20, is connected by connection by the 4th bolt with the side of the 8th side plate 16, you can completes prefabricated T-shaped
The construction for the connecting node that consumes energy.
Claims (3)
- The connecting node 1. a kind of prefabricated T-shaped consumes energy, it is characterised in that including power consumption connector, the first concrete combination column (1) and Second concrete combination column (2)；First concrete combination column (1) include the first side plate (5), the second side plate (6), the first square steel (3), the second square steel (4) and First stiffener (7), the two sides of the first stiffener (7) are interior with the medial surface of the first side plate (5) and the second side plate (6) respectively Side is connected, the both ends of the first side plate (5) respectively with the right flank of the first square steel (3) and the left surface phase of the second square steel (4) Connection, the both ends of the second side plate (6) are connected with the right flank of the first square steel (3) and the left surface of the second square steel (4) respectively, and First side plate (5) and the front of the first square steel (3) and the front flush of the second square steel (4), the second side plate (6) and the first square steel (3) the back side and the back side of the second square steel (4) flushes, the first stiffener (7) be located at the first square steel (3) and the second square steel (4) it Between, in the first square steel (3), in the second square steel (4) and the first stiffener (7) and the first square steel (3) and the second square steel (4) it Between poured concrete；Second concrete combination column (2) include third steel (8), four square steel (9), the 5th square steel (10), the 3rd side plate (11), 4th side plate (12), the 5th side plate (13) and the 6th side plate (14), wherein, third steel (8), four square steel (9) and the 5th side Steel (10) is from left to right sequentially distributed, both ends and the side of third steel (8) and the side of four square steel (9) of the 3rd side plate (11) Face is connected, and the both ends of the 4th side plate (12) are connected with the side of third steel (8) and the side of four square steel (9) respectively, The both ends of 5th side plate (13) are connected with the side of four square steel (9) and the side of the 5th square steel (10) respectively, the 6th side plate (14) both ends are connected with the side of four square steel (9) and the side of the 5th square steel (10) respectively, the 3rd side plate (11) and The front, the front of four square steel (9) and the front flush of the 5th square steel (10) of five side plates (13) and third steel (8), the 4th Side plate and the 6th side plate (14) and the back side at the back side of third steel (8), the back side of four square steel (9) and the 5th square steel (10) are neat It is flat, in third steel (8), in four square steel (9), in the 5th square steel (10), between third steel (8) and four square steel (9), with And it is filled with concrete between four square steel (9) and the 5th square steel (10)；The right flank of second square steel (4) is connected with the front of four square steel (9) by the connector that consumes energy；Also include heptalateral plate (15), the 8th side plate (16), the 9th side plate (17) and the tenth side plate (18), wherein, heptalateral plate (15) side of the side of one end and the 8th side plate (16) one end is connected with the front of the second square steel (4) and the back side respectively, the One end of nine side plates (17) is connected through the 3rd side plate (11) with the left surface of four square steel (9), and the one of the tenth side plate (18) End is connected through the 5th side plate (13) with the right flank of four square steel (9), and heptalateral plate (15) and the tenth side plate (18) are fixed In on the left surface of power consumption connector, the 8th side plate (16) and the 9th side plate (17) are fixed on the right flank of power consumption connector；The power consumption connector includes the first channel-section steel (19), the second channel-section steel (20) and some second stiffeners (21), and each second adds The medial surface of the first channel-section steel (19) is fixed in one end of strength plate (21), and the other end of each second stiffener (21) is fixed on the second groove The medial surface of steel (20), wherein, the side that the left surface of the first channel-section steel (19) passes through some first bolts and the tenth side plate (18) It is connected, the right flank of the first channel-section steel (19) is connected by some second bolts with the side of the 9th side plate (17), the second groove The left surface of steel (20) is connected by some 3rd bolts with the side of heptalateral plate (15), the right flank of the second channel-section steel (20) It is connected by some 4th bolts with the side of the 8th side plate (16)；Each first bolt equidistantly distributed successively, each second bolt equidistantly distributed successively；Each 3rd bolt equidistantly distributed successively, each 4th bolt equidistantly distributed successively.
- The connecting node 2. prefabricated T-shaped according to claim 1 consumes energy a, it is characterised in that left side for each second stiffener (21) Side and right flank open up fluted.
- The connecting node 3. prefabricated T-shaped according to claim 1 consumes energy, it is characterised in that in each second stiffener (21) Portion offers through hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610341152.7A CN105839774B (en) | 2016-05-20 | 2016-05-20 | A kind of prefabricated T-shaped power consumption connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610341152.7A CN105839774B (en) | 2016-05-20 | 2016-05-20 | A kind of prefabricated T-shaped power consumption connecting node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105839774A CN105839774A (en) | 2016-08-10 |
| CN105839774B true CN105839774B (en) | 2018-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610341152.7A Expired - Fee Related CN105839774B (en) | 2016-05-20 | 2016-05-20 | A kind of prefabricated T-shaped power consumption connecting node |
Country Status (1)
| Country | Link |
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| CN (1) | CN105839774B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108360745B (en) * | 2018-02-27 | 2020-05-19 | 青岛理工大学 | Assembled double-energy-consumption recoverable square concrete filled steel tube combination column and installation method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100197759B1 (en) * | 1996-10-08 | 1999-06-15 | 김세중 | A conjunctive construction part for joining a concrete column and iron beam of a building |
| KR20110133126A (en) * | 2010-06-04 | 2011-12-12 | 재단법인 포항산업과학연구원 | Steel tube for filling concrete |
| CN102587577A (en) * | 2012-03-15 | 2012-07-18 | 天津大学 | Steel tube-I beam combination steel tube concrete special-shaped columns and manufacture method thereof |
| CN104233944A (en) * | 2014-09-05 | 2014-12-24 | 湖州市交通工程总公司 | Double-L-shaped combined type T-shaped energy-consuming connector and manufacturing technique thereof |
| CN105239726A (en) * | 2015-09-01 | 2016-01-13 | 同济大学 | Prefabricated steel-reinforced concrete combined special-shaped energy-dissipating column |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| CN205663027U (en) * | 2016-05-20 | 2016-10-26 | 西安建筑科技大学 | Prefabricated T type power consumption connected node |
-
2016
- 2016-05-20 CN CN201610341152.7A patent/CN105839774B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100197759B1 (en) * | 1996-10-08 | 1999-06-15 | 김세중 | A conjunctive construction part for joining a concrete column and iron beam of a building |
| KR20110133126A (en) * | 2010-06-04 | 2011-12-12 | 재단법인 포항산업과학연구원 | Steel tube for filling concrete |
| CN102587577A (en) * | 2012-03-15 | 2012-07-18 | 天津大学 | Steel tube-I beam combination steel tube concrete special-shaped columns and manufacture method thereof |
| CN104233944A (en) * | 2014-09-05 | 2014-12-24 | 湖州市交通工程总公司 | Double-L-shaped combined type T-shaped energy-consuming connector and manufacturing technique thereof |
| CN105239726A (en) * | 2015-09-01 | 2016-01-13 | 同济大学 | Prefabricated steel-reinforced concrete combined special-shaped energy-dissipating column |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| CN205663027U (en) * | 2016-05-20 | 2016-10-26 | 西安建筑科技大学 | Prefabricated T type power consumption connected node |
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| Publication number | Publication date |
|---|---|
| CN105839774A (en) | 2016-08-10 |
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