CN110344496A - A kind of assembled is partially filled with group frame-support construction and its construction method - Google Patents

A kind of assembled is partially filled with group frame-support construction and its construction method Download PDF

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Publication number
CN110344496A
CN110344496A CN201910536690.5A CN201910536690A CN110344496A CN 110344496 A CN110344496 A CN 110344496A CN 201910536690 A CN201910536690 A CN 201910536690A CN 110344496 A CN110344496 A CN 110344496A
Authority
CN
China
Prior art keywords
concrete
combination
coupled column
column
frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910536690.5A
Other languages
Chinese (zh)
Inventor
娄峰
覃祚威
李慧
陈忠
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Dadongwu Construction Technology Co Ltd
Original Assignee
Zhejiang Dadongwu Construction Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhejiang Dadongwu Construction Technology Co Ltd filed Critical Zhejiang Dadongwu Construction Technology Co Ltd
Priority to CN201910536690.5A priority Critical patent/CN110344496A/en
Publication of CN110344496A publication Critical patent/CN110344496A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/185Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures

Abstract

The present invention provides a kind of assembleds to be partially filled with group frame-support construction, including part coupled column, part combination beam and support;The part coupled column and the part combination beam include fashioned iron and the mixed mud that is filled between the web of the fashioned iron and wing plate;The part coupled column is vertically arranged, and the adjacent part coupled column of the part combination beam horizontal connection, the supporting base end portion is connect with the part coupled column.It is high with bearing capacity, morphotropism is good, Seismic Behavior is superior, the good advantage of economy.

Description

A kind of assembled is partially filled with group frame-support construction and its construction method
Technical field
The present invention relates to technical field of buildings more particularly to a kind of assembled be partially filled with group frame-support construction and Its construction method.
Background technique
The reinforcing bar of traditional precast reinforced concrete structure system using live grout sleeve connection, field operation amount is big, Fugitive dust noise pollution is serious, and vulnerable to natural environment influence, the duration is longer and is difficult to ensure.In addition to this, there is also grouting not Also easily there is cast-in-place concrete and concrete Soil Interface leakiness in closely knit safe mass hidden danger.And pure steel structure is deposited Easily there is Plate local buckling and component overall collapse problem, is leading to not the intensity for effectively playing steel, cut exposed area Greatly, anti-corrosion, fireproof coating dosage are big.
Summary of the invention
The present invention provides a kind of assembleds to be partially filled with steel-concrete group frame-support construction and its construction method, It is high with bearing capacity, morphotropism is good, Seismic Behavior is superior, the good advantage of economy.
In order to reach the purpose, the present invention adopts the following technical scheme:
A kind of assembled be partially filled with steel-concrete group frame-support construction, including part coupled column, part combination beam with And support;The part coupled column and the part combination beam include fashioned iron and the web and the wing for being filled in the fashioned iron Concrete between plate;The part coupled column is vertically arranged, the adjacent part combination of the part combination beam horizontal connection Column, the supporting base end portion are connect with the part coupled column.
As a preference, the support of part combination beam two sides is symmetrically set about part combination beam described in this It sets.
As a preference, the part coupled column is rectangular column or L shape column.
As a preference, the rectangular column includes i shaped steel, the web for being filled in the i shaped steel and institute State the concrete between panel, and the reinforcing bar in the concrete.
As a preference, the L shape column includes i shaped steel and T-steel, the web of the T-steel with it is described I-shaped The web of steel is vertical, and the concrete is filled between the i shaped steel and the web and the panel of the T-steel, Reinforcing bar is equipped in the concrete.
As a preference, the support is bracing members or buckling restrained brace structure.
As a preference, being welded with peg on the wing plate of the part combination beam, the peg is fixed on described On the concrete of part coupled column.
As a preference, it is provided with connecting rod and distributing bar in the concrete on the part combination beam, it is described Interlinking lever end welding is arranged on the wing plate.
A kind of assembled is partially filled with steel-concrete group frame-support construction construction method, comprising the following steps:
(1), pre-erection coupled column lays distributing bar between fashioned iron wing plate, fills between the wing plate and web mixed Solidifying soil;
(2), pre-erection combination beam lays the distributing bar between the fashioned iron wing plate, in the wing plate and the abdomen Fill concrete between plate, the weld stud on the wing plate;
(3), the part combination beam is horizontally fixed on the part coupled column at both ends, and the peg is combined with the part Concrete connection on column;
(4), the gusset plate and the part coupled column of supporting base end portion is bolted.
To sum up, compared with the prior art, the advantages of the present invention are as follows the bending resistances and torsional rigidity of coupled column and combination beam Greatly, substitution pure steel structure improves integrally-built stability;Compared with traditional structure forms, continuity and morphotropism are more Good, the anti-seismic performance of node is strong;Coupled column, combination beam and the operation of support construction field joint are convenient.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention;
Fig. 2 is the structural schematic diagram of part combination beam;
Fig. 3 is the first example structure schematic diagram of part coupled column;
Fig. 4 is second of example structure schematic diagram of part coupled column.
Label in figure is as follows:
1. part coupled column, 2. part combination beams, 3. supports, 4. fashioned iron, 41. webs, 42. panels, 43. i shaped steels, 44.T Fashioned iron, 5. concrete, 6. reinforcing bars, 7. pegs.
Specific embodiment
The invention will be further described for middle embodiment with reference to the accompanying drawing.
As shown in Figures 1 to 4, it includes part group which, which is partially filled with steel-concrete group frame -3 structure of support, Zygostyle 1, part combination beam 2 and support 3.Part coupled column 1 and part combination beam 2 including fashioned iron 4 and are filled in fashioned iron Concrete 5 between web 41 and panel 42.Part coupled column 1 is vertically arranged, the grouping of 2 horizontal connection adjacent portions of part combination beam Zygostyle 1,3 ends of support are connect with part coupled column 1.Two part coupled columns 1 are arranged in parallel, and part combination beam 2 is located at part It is uniformly arranged between coupled column 1 and along the extending direction of part coupled column 1, the part coupled column 1 of the oblique connection two sides of support 3, Support 3 is open along the extending direction composition of part coupled column 1 towards opposite v-shaped structure.3 ends are supported to be equipped with gusset plate, section It is bolted between contact plate and part coupled column 1 and part combination beam 2.
The support 3 of 2 two sides of part combination beam is symmetrical arranged about the part combination beam 2.Part combination beam 2 and its end two The extending direction of the support 3 of side is overlapped and certain point.At this point, the load between part combination beam 2 and part coupled column 1, it can edge It supports 3 axis directions to be dispersed in support 3, reduces the bending load of support 3.Support 3 is chosen as bracing members 3 or buckling about Bundle branch supports 3 structures.The frame supports 3 structure continuity good with morphotropism, and the anti-seismic performance of node is excellent.
As shown in Figure 3 and Figure 4, part coupled column 1 is rectangular column or L shape column.Rectangular column includes i shaped steel 43, is filled in Concrete 5 between the web 41 and panel 42 of i shaped steel 43, and the reinforcing bar 6 in concrete 5.L shape column includes work Shaped steel 43 and T-steel 44, the web 41 of T-steel 44 and the web 41 of i shaped steel 43 are vertical and be welded to connect, i shaped steel It is filled with concrete 5 between 43 and the web 41 and panel 42 of T-steel 44, is equipped with reinforcing bar 6 in concrete 5.
As shown in Fig. 2, connecting rod and distributing bar 6 are provided in concrete 5 on part combination beam 2, interlinking lever end welding It is arranged on panel 42.Peg 7 is welded on the panel 42 of part combination beam 2, peg 7 is fixed on the coagulation of part coupled column 1 On soil.
The assembled be partially filled with the construction method of 5 group frames of steel-concrete-support, 3 structure the following steps are included:
(1), pre-erection coupled column 1 is laid distributing bar 6 between fashioned iron panel 42, is filled out between panel 42 and web 41 Fill concrete 5;
(2), pre-erection combination beam 2 is laid distributing bar 6 between fashioned iron panel 42, is filled between panel and web 41 Concrete 5, the weld stud 7 on panel 42;
(3), part combination beam 2 is horizontally fixed on the part coupled column 1 at both ends, the concrete on peg 7 and part coupled column 1 Connection;
(4), the gusset plate and part coupled column 1 of 3 ends of support is bolted.
Described above is only explanation of the invention, so that those of ordinary skill in the art's can completely implements we Case, but be not limitation of the present invention, those skilled in the art can according to need after reading this specification to this reality The modification that example makes not creative contribution is applied, these are all without creative modification, but as long as in right of the invention All by the protection of Patent Law in claimed range.

Claims (9)

1. a kind of assembled is partially filled with group frame-support construction, it is characterised in that: including part coupled column (1), part group Close beam (2) and support (3);The part coupled column (1) includes fashioned iron (4) with the part combination beam (2) and is filled in Concrete (5) between the web (41) and panel (42) of the fashioned iron (4);The part coupled column (1) is vertically arranged, The adjacent part coupled column (1) of part combination beam (2) horizontal connection, support (3) end is combined with the part Column (1) connection.
2. a kind of assembled according to claim 1 is partially filled with group frame-support construction, it is characterised in that: described The support (3) of part combination beam (2) two sides is symmetrical arranged about part combination beam (2) described in this.
3. a kind of assembled according to claim 1 is partially filled with group frame-support construction, it is characterised in that: described Part coupled column (1) is rectangular column or L shape column.
4. a kind of assembled according to claim 2 is partially filled with group frame-support construction, it is characterised in that: described Rectangular column includes i shaped steel (43), is filled between the web (41) of the i shaped steel (43) and the panel (42) Concrete (5), and be located at the concrete (5) in reinforcing bar (6).
5. a kind of assembled according to claim 2 is partially filled with group frame-support construction, it is characterised in that: the L Shape column includes i shaped steel (43) and T-steel (44), the web (41) and the abdomen of the i shaped steel (43) of the T-steel (44) Plate (41) vertically, is filled out between the web (41) and the panel (42) of the i shaped steel (43) and the T-steel (44) Filled with the concrete (5), reinforcing bar (6) are equipped in the concrete (5).
6. a kind of assembled according to claim 1 is partially filled with group frame-support construction, it is characterised in that: described Supporting (3) is bracing members or buckling restrained brace structure.
7. a kind of assembled according to claim 1 is partially filled with group frame-support construction, it is characterised in that: described It is welded with peg (7) on the panel (42) of part combination beam (2), the peg (7) is fixed on the part coupled column (1) The concrete (5) on.
8. a kind of assembled according to claim 1 is partially filled with group frame-support construction, it is characterised in that: described Connecting rod and distributing bar (6), the interlinking lever end welding setting are provided in the concrete (5) on part combination beam (2) On the panel (42).
9. a kind of assembled as claimed in any of claims 1 to 8 in one of claims is partially filled with group frame-support construction construction party Method, which comprises the following steps:
(1), pre-erection coupled column (1), between fashioned iron panel (42) lay distributing bar (6), the panel (42) with Fill concrete (5) between web (41);
(2), the distributing bar (6) are laid between the fashioned iron panel (42), in the face in pre-erection combination beam (2) Fill concrete (5) between plate (42) and the web (41), the weld stud (7) on the panel (42);
(3), the part combination beam (2) is horizontally fixed on the part coupled column (1) at both ends, the peg (7) and institute State the concrete connection on part coupled column (1);
(4), be bolted support (3) end gusset plate and the part coupled column (1).
CN201910536690.5A 2019-06-20 2019-06-20 A kind of assembled is partially filled with group frame-support construction and its construction method Pending CN110344496A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910536690.5A CN110344496A (en) 2019-06-20 2019-06-20 A kind of assembled is partially filled with group frame-support construction and its construction method

Applications Claiming Priority (2)

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CN201910536690.5A CN110344496A (en) 2019-06-20 2019-06-20 A kind of assembled is partially filled with group frame-support construction and its construction method
PCT/CN2019/120551 WO2020253099A1 (en) 2019-06-20 2019-11-25 Assembled partially filled combined frame-support structure and construction method therefor

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020253099A1 (en) * 2019-06-20 2020-12-24 浙江大东吴建筑科技有限公司 Assembled partially filled combined frame-support structure and construction method therefor

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6013028B2 (en) * 2012-05-24 2016-10-25 清水建設株式会社 Outer shell structure
CN107165277A (en) * 2017-05-04 2017-09-15 浙江绿筑集成科技有限公司 Combine the fill method of precast beam node district concrete in a kind of part
CN206752848U (en) * 2017-05-04 2017-12-15 浙江绿筑集成科技有限公司 A kind of L-type coupled column
CN207453133U (en) * 2017-10-31 2018-06-05 深圳华森建筑与工程设计顾问有限公司 A kind of huge diagonal brace node structure of steel construction
CN109837988A (en) * 2019-03-11 2019-06-04 大连理工大学 A kind of ductility coupling beam waves steel frame system

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206189586U (en) * 2016-11-21 2017-05-24 北京智慧云建科技有限公司 Assembled steel concrete truss column supporting structural system
CN110344496A (en) * 2019-06-20 2019-10-18 浙江大东吴建筑科技有限公司 A kind of assembled is partially filled with group frame-support construction and its construction method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6013028B2 (en) * 2012-05-24 2016-10-25 清水建設株式会社 Outer shell structure
CN107165277A (en) * 2017-05-04 2017-09-15 浙江绿筑集成科技有限公司 Combine the fill method of precast beam node district concrete in a kind of part
CN206752848U (en) * 2017-05-04 2017-12-15 浙江绿筑集成科技有限公司 A kind of L-type coupled column
CN207453133U (en) * 2017-10-31 2018-06-05 深圳华森建筑与工程设计顾问有限公司 A kind of huge diagonal brace node structure of steel construction
CN109837988A (en) * 2019-03-11 2019-06-04 大连理工大学 A kind of ductility coupling beam waves steel frame system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020253099A1 (en) * 2019-06-20 2020-12-24 浙江大东吴建筑科技有限公司 Assembled partially filled combined frame-support structure and construction method therefor

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Application publication date: 20191018

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