CN106812235A - A kind of assembled sheet-pile steel structure system - Google Patents
A kind of assembled sheet-pile steel structure system Download PDFInfo
- Publication number
- CN106812235A CN106812235A CN201710026494.4A CN201710026494A CN106812235A CN 106812235 A CN106812235 A CN 106812235A CN 201710026494 A CN201710026494 A CN 201710026494A CN 106812235 A CN106812235 A CN 106812235A
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- steel
- section
- channel
- column base
- concrete slab
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
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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)
- Foundations (AREA)
Abstract
The present invention relates to a kind of assembled sheet-pile steel structure system, belong to industrialization assembling type steel structure field.This assembled sheet-pile steel structure system is mechanically connected by the armoured concrete slab between assembled sheet-pile steel node and node and constituted, and steel node is made up of column base connection and armoured concrete slab, and steel pipe column is connected with column base flange bolt.Semi-girder beam section is destroyed prior to armoured concrete slab in assembled sheet-pile steel node of the invention, plays the function of protection agent structure.
Description
Technical field
This patent is related to a kind of assembled sheet-pile steel structure system with good ductility and power consumption, category industrialization assembled
Field of steel structure.
Background technology
Plate-column structure is the house architectural structure that bearing system is made up of arch without beam and pillar.Plate-column structure has interior
Underfloor does not have the unobstructed succinct, horizontal layout of beam, space flexibly, the advantages of can reduce building storey height, and applied with saving
The characteristics of work cost, the favor of designer, engineers is obtained in engineering, be widely used in the multilayer factory of large space
Room, warehouse, public building, office building and residential housing etc..
Steel construction has good machining property, easily assembled, and high-strength light is best suitable for modularization, the standard of building
Change, batch production, assembling and modernization, are also easiest to realize being built without green fiery, anhydrous, dustless, without rubbish for building site
Build theory.Assembled sheet-pile steel construction, as a kind of new structural systen, combines the good ductility of steel construction and power consumption, more
Be adapted to structure plant produced, on-site consolidation promotes housing industrialization, and improve well plate-column structure force-mechanism and
Anti-seismic performance.
Assembled sheet-pile steel structure system should possess following characteristics：1. as a kind of novel fabricated steel construction, enrich
Steel building species, having filled up in steel structure technique does not have the blank of plate-column structure；2. node passes through column base cantilever beam
The I-steel that section is connected with channel-section steel connects the splicing of section bolt, and square opening is reserved between post and channel-section steel connection, forms active beam link (post
Seat semi-girder beam section) so that active beam link is destroyed prior to plate, realizes that ductility of joint is destroyed, and has evaded traditional slab column system crisp
Property destruction problem, play a part of protect agent structure；3. the destruction of column base and its semi-girder beam section, considerably increases overall knot
The ductility of structure and power consumption so that the structure can not be that can be applicable to middle shake or big shake is provided fortification against earthquakes area by seismic structural wall, earthquake resistant wall；4. resist
Side force is improved simultaneously, makes it possible that the structural system is applied in high-rise even Super High.
The content of the invention
The present invention is suitable for a kind of high-rise and area of providing fortification against earthquakes assembled sheet-pile steel structure system.
Technical scheme is shown in accompanying drawing, and assembled sheet-pile steel construction mainly includes sheet-pile steel node and steel pipe column, its
Interior joint is made up of column base connection and armoured concrete slab.
It is characterised in that it includes sheet-pile steel node and quadrate steel pipe column, wherein described steel node is connected and reinforcing bar by column base
Concrete slab is constituted；Described column base connection includes column base and channel-section steel connection；Described column base includes quadrate steel pipe column and I-shaped
Steel semi-girder beam section, described I-steel semi-girder beam section communicates through described square steel tube post jamb, intersection welding；Described groove
Steel connection includes channel-section steel square hole and I-steel beam section, and described channel-section steel square hole is by four channel-section steel head and the tail welding of same size
Into described I-steel beam section passes through channel-section steel web, is welded in intersection and adds ribbed stiffener；Described channel-section steel connection and steel
Reinforced concrete plate factory pours integral；Described armoured concrete slab uses two-way concrete slab net；
Assembled sheet-pile steel construction is by described assembled sheet-pile steel node and quadrate steel pipe column in described column base flange
Bolt connection, the armoured concrete slab between node and node is mechanically connected and formed.
A kind of assembled sheet-pile steel structure system, it is characterised in that：Including armoured concrete slab (1), quadrate steel pipe column (2),
Column base connection (3) of connection armoured concrete slab (1) and quadrate steel pipe column (2)；
Column base includes I-steel semi-girder beam section (12), column base quadrate steel pipe column (9) and flanged plate (10)；I-steel semi-girder
Beam section (12) communicates through column base quadrate steel pipe column (9) wall, the welding of both intersections；Flanged plate (10) and column base quadrate steel pipe column (9)
Welding；
Channel-section steel connection includes channel-section steel, I-steel beam section (5), triangle ribbed stiffener (7) and square ribbed stiffener (11)；Four
Head and the tail are welded same size channel-section steel two-by-two, form channel-section steel square hole, and I-steel beam section (5) through channel-section steel web, put more energy into by triangle
Rib (7) and square ribbed stiffener (11) at channel-section steel (4) and the two ends of I-steel beam section (5) web intersection, are played and put more energy into respectively
Effect；
Column base is connected i section steel beam by the end plate being welded on I-steel semi-girder beam section (12) with channel-section steel is welded on
End plate in section is connected by high-strength bolt；
When horizontal loading is born, the load on armoured concrete slab (1) is connected assembled sheet-pile steel node by column base
(3) it is delivered on quadrate steel pipe column (2), and then passes to underground；I-steel semi-girder beam section (12) on column base connection (3) is prior to steel
Reinforced concrete plate (1) is destroyed.
Finish node ductile fracture of the present invention, plays the function of protection agent structure.
Brief description of the drawings
Fig. 1 is a kind of three layers of assembled sheet-pile steel construction graphics；
Fig. 2 is a kind of assembled sheet-pile steel Nodes Three-dimensional figure；
Fig. 3 is a kind of column base connection graphics of assembled sheet-pile steel node；
Fig. 4 is a kind of column base connection front view of assembled sheet-pile steel node；
Fig. 5 is a kind of column base graphics of assembled sheet-pile steel node；
Fig. 6 is a kind of channel-section steel connection graphics of assembled sheet-pile steel node；
Fig. 7 is a kind of profile of assembled sheet-pile steel node.
Specific embodiment
Below in conjunction with the accompanying drawings, the implementation method of this patent is described in detail.
As shown in figs. 1-7, a kind of assembled sheet-pile steel structure system is included with lower component：
1 --- armoured concrete slab；
2 --- quadrate steel pipe column；
3 --- column base is connected；
4 --- channel-section steel；
5 --- I-steel beam section；
6 --- high-strength bolt；
7 --- triangle ribbed stiffener；
8 --- end plate；
9 --- column base quadrate steel pipe column；
10 --- flanged plate；
11 --- square ribbed stiffener；
12 --- I-steel semi-girder beam section.
As shown in figs. 1-7, assembled sheet-pile steel construction, including armoured concrete slab (1), quadrate steel pipe column (2), connection reinforcing bar
Column base connection (3) of concrete slab (1) and quadrate steel pipe column (2).
Assembled sheet-pile steel node, including column base connection (3) and armoured concrete slab (1), the channel-section steel of column base connection (3) connect
Meet (Fig. 6) and pour completion with armoured concrete slab (1) factory.
Column base connects (3), including column base (Fig. 5) and channel-section steel connection (Fig. 6), and column base (Fig. 5) is by being welded on I-steel
End plate (8) in semi-girder beam section (12) be welded on end plate (8) high-strength bolt that channel-section steel is connected in (Fig. 6) I-steel beam section
(6) connect.
Column base (Fig. 5) includes I-steel semi-girder beam section (12), column base quadrate steel pipe column (9) and flanged plate (10)；It is I-shaped
Steel semi-girder beam section (12) communicates through column base quadrate steel pipe column (9) wall, the welding of both intersections；Flanged plate (10) and column base square steel tube
Post (9) is welded.
Channel-section steel connection (Fig. 6) includes channel-section steel (4), I-steel beam section (5), triangle ribbed stiffener (7) and square ribbed stiffener
(11)；Head and the tail are welded two-by-two for four same size channel-section steels (4), form channel-section steel square hole, and I-steel beam section (5) is through channel-section steel (4)
Web, triangle ribbed stiffener (7) and square ribbed stiffener (11) are respectively in channel-section steel (4) and I-steel beam section (5) web intersection
Two ends, play distortion.
When horizontal loading is born, the load on armoured concrete slab (1) is connected assembled sheet-pile steel node by column base
(3) it is delivered on quadrate steel pipe column (2), and then passes to underground；I-steel semi-girder beam section (12) on column base connection (3) is prior to steel
Reinforced concrete plate (1) is destroyed, finish node ductile fracture, plays the function of protection agent structure.
Claims (2)
1. a kind of assembled sheet-pile steel structure system, it is characterised in that：Including armoured concrete slab (1), quadrate steel pipe column (2), connect
Connect column base connection (3) of armoured concrete slab (1) and quadrate steel pipe column (2)；
Column base includes I-steel semi-girder beam section (12), column base quadrate steel pipe column (9) and flanged plate (10)；I-steel semi-girder beam section
(12) column base quadrate steel pipe column (9) wall, the welding of both intersections are communicated through；Flanged plate (10) is welded with column base quadrate steel pipe column (9)；
Channel-section steel connection includes channel-section steel, I-steel beam section (5), triangle ribbed stiffener (7) and square ribbed stiffener (11)；Four identical
Head and the tail are welded size channel-section steel two-by-two, form channel-section steel square hole, and I-steel beam section (5) is through channel-section steel web, triangle ribbed stiffener (7)
With square ribbed stiffener (11) respectively at channel-section steel (4) and the two ends of I-steel beam section (5) web intersection, distortion is played；
Column base is connected in I-steel beam section by the end plate being welded on I-steel semi-girder beam section (12) with channel-section steel is welded on
End plate by high-strength bolt connect；
When horizontal loading is born, the load on armoured concrete slab (1) connects (3) and passes assembled sheet-pile steel node by column base
It is delivered on quadrate steel pipe column (2), and then passes to underground；I-steel semi-girder beam section (12) on column base connection (3) is mixed prior to reinforcing bar
Concrete board (1) is destroyed.
2. a kind of assembled sheet-pile steel structure system according to claim 1, it is characterised in that：Described channel-section steel connection with
Armoured concrete slab factory pours integral；Described armoured concrete slab uses two-way concrete slab net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710026494.4A CN106812235B (en) | 2017-01-14 | 2017-01-14 | A kind of assembled sheet-pile steel structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710026494.4A CN106812235B (en) | 2017-01-14 | 2017-01-14 | A kind of assembled sheet-pile steel structure system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106812235A true CN106812235A (en) | 2017-06-09 |
| CN106812235B CN106812235B (en) | 2018-10-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710026494.4A Expired - Fee Related CN106812235B (en) | 2017-01-14 | 2017-01-14 | A kind of assembled sheet-pile steel structure system |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130721A (en) * | 2017-07-10 | 2017-09-05 | 南京工业大学 | Anti die-cut concrete rectangle column slab node and concrete slab node |
| CN108589910A (en) * | 2018-06-25 | 2018-09-28 | 浙江大学 | A kind of steel-concrete composite slab rod structure |
| CN109024900A (en) * | 2018-08-14 | 2018-12-18 | 清华大学 | A kind of detachable assembling type steel construction combination bean column node |
| CN111206684A (en) * | 2020-01-20 | 2020-05-29 | 徐州工业职业技术学院 | Industrial assembled plate column steel structure system |
| CN111677172A (en) * | 2020-06-03 | 2020-09-18 | 苏州科技大学 | Steel-concrete combined structure plate column structure system |
| CN112900718A (en) * | 2021-01-19 | 2021-06-04 | 同济大学 | Beamless floor system node structure suitable for steel tube or steel tube concrete column |
| CN114482267A (en) * | 2022-02-25 | 2022-05-13 | 东南大学 | Assembled hollow corrugated sandwich concrete filled steel tube combined frame structure system |
Citations (5)
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|---|---|---|---|---|
| DE2312643A1 (en) * | 1973-03-14 | 1974-09-19 | Elementbau Gmbh & Co | COMPONENT KIT FOR BUILDINGS ASSEMBLED USING PRE-FABRICATED COMPONENTS |
| CN1554839A (en) * | 2003-12-28 | 2004-12-15 | 昆明理工大学 | Steel-steel concrete fully prefabricated assembling structure |
| KR101318284B1 (en) * | 2013-06-25 | 2013-10-15 | 덕산콘크리트(주) | Joint structure of pc column and pc flat plate and construction method thereof |
| US8966855B1 (en) * | 2012-06-25 | 2015-03-03 | Martin P. Miller | Foundation system for modular system smart buildings |
| CN205475929U (en) * | 2016-03-24 | 2016-08-17 | 金天德 | Steel construction arch without beam plate -column structure |
-
2017
- 2017-01-14 CN CN201710026494.4A patent/CN106812235B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2312643A1 (en) * | 1973-03-14 | 1974-09-19 | Elementbau Gmbh & Co | COMPONENT KIT FOR BUILDINGS ASSEMBLED USING PRE-FABRICATED COMPONENTS |
| CN1554839A (en) * | 2003-12-28 | 2004-12-15 | 昆明理工大学 | Steel-steel concrete fully prefabricated assembling structure |
| US8966855B1 (en) * | 2012-06-25 | 2015-03-03 | Martin P. Miller | Foundation system for modular system smart buildings |
| KR101318284B1 (en) * | 2013-06-25 | 2013-10-15 | 덕산콘크리트(주) | Joint structure of pc column and pc flat plate and construction method thereof |
| CN205475929U (en) * | 2016-03-24 | 2016-08-17 | 金天德 | Steel construction arch without beam plate -column structure |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130721A (en) * | 2017-07-10 | 2017-09-05 | 南京工业大学 | Anti die-cut concrete rectangle column slab node and concrete slab node |
| CN107130721B (en) * | 2017-07-10 | 2022-08-26 | 南京工业大学 | Anti die-cut concrete rectangle column slab node and concrete slab node |
| CN108589910A (en) * | 2018-06-25 | 2018-09-28 | 浙江大学 | A kind of steel-concrete composite slab rod structure |
| CN109024900A (en) * | 2018-08-14 | 2018-12-18 | 清华大学 | A kind of detachable assembling type steel construction combination bean column node |
| CN111206684A (en) * | 2020-01-20 | 2020-05-29 | 徐州工业职业技术学院 | Industrial assembled plate column steel structure system |
| CN111206684B (en) * | 2020-01-20 | 2021-06-01 | 徐州工业职业技术学院 | Industrial assembled plate column steel structure system |
| CN111677172A (en) * | 2020-06-03 | 2020-09-18 | 苏州科技大学 | Steel-concrete combined structure plate column structure system |
| CN111677172B (en) * | 2020-06-03 | 2021-05-25 | 苏州科技大学 | Steel-concrete combined structure plate column structure system |
| CN112900718A (en) * | 2021-01-19 | 2021-06-04 | 同济大学 | Beamless floor system node structure suitable for steel tube or steel tube concrete column |
| CN112900718B (en) * | 2021-01-19 | 2022-06-14 | 同济大学 | Beamless floor system node structure suitable for steel tube or steel tube concrete column |
| CN114482267A (en) * | 2022-02-25 | 2022-05-13 | 东南大学 | Assembled hollow corrugated sandwich concrete filled steel tube combined frame structure system |
| CN114482267B (en) * | 2022-02-25 | 2024-04-09 | 东南大学 | Assembled hollow corrugated sandwich steel pipe concrete combined frame structure system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106812235B (en) | 2018-10-19 |
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Granted publication date: 20181019 Termination date: 20220114 |