CN106245848B - A kind of light steel construction column of T shape and its construction method - Google Patents

A kind of light steel construction column of T shape and its construction method Download PDF

Info

Publication number
CN106245848B
CN106245848B CN201610847886.2A CN201610847886A CN106245848B CN 106245848 B CN106245848 B CN 106245848B CN 201610847886 A CN201610847886 A CN 201610847886A CN 106245848 B CN106245848 B CN 106245848B
Authority
CN
China
Prior art keywords
light steel
steel construction
construction column
welded
limb
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201610847886.2A
Other languages
Chinese (zh)
Other versions
CN106245848A (en
Inventor
马广生
葛振刚
张爱军
亓志刚
刘小川
刘春远
孔亮
关群
肖亚明
侯学庆
张东
王波
陈前廷
孙加瑞
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.)
Hefei University of Technology
First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Original Assignee
Hefei University of Technology
First Construction Co Ltd of China Construction Eighth Engineering Division 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 Hefei University of Technology, First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd filed Critical Hefei University of Technology
Priority to CN201610847886.2A priority Critical patent/CN106245848B/en
Publication of CN106245848A publication Critical patent/CN106245848A/en
Application granted granted Critical
Publication of CN106245848B publication Critical patent/CN106245848B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481Details of wall panels

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention belongs to Building Engineering Design and technical field of construction, a kind of light steel construction column of T shape and its construction method are particularly disclosed.The light steel construction column of the T shape, it is I-shaped light steel construction column ontology including a floor projection, three sides of the light steel construction column ontology pass through respectively three groups of L-type connection sheets with build that filling wall connect, top is connect with superstructure beam by pre-embedding metal part, bottom end passes through expansion bolt and connect with lower structural beam, the light steel construction column ontology includes two being arranged in parallel and two limb plates that middle part is fixed together by a web, wherein a limb is the manomelia in "-" type, the U-shaped limb that another limb is U-shaped and opening is arranged backwards to manomelia in two limb plates.The light steel construction column of the T shape and its construction method eliminate construction column tie-bar link, eliminate constructional column concrete link, eliminate formwork and demoulding link, be flexibly connected with structural framing system, keep building stress system more reasonable, process is simple, easy to operate.

Description

A kind of light steel construction column of T shape and its construction method
Technical field
The invention belongs to Building Engineering Design and technical field of construction, in particular to the light steel construction column of a kind of T shape and its apply Work method.
Background technique
Walling is filled in traditional architectural engineering, and T-shape builds filling wall crossover sites and needs that armored concrete is arranged Constructional column.The construction of reinforced concrete structural column include reserved steel bar, bar planting, assembling reinforcement, formwork, hand-placed concrete, The processes such as demoulding, principle be masonry pass through lateral reserved steel bar connect with concrete-constituted pile, concrete-constituted pile pass through it is upper End and lower end bar are connect with concrete frame structure.It finds in application process, this method is in the presence of process is tedious, waste people Work, the disadvantage that the duration is longer, quality is not easy to control, comprehensive cost is high.
Summary of the invention
In order to compensate for the shortcomings of the prior art, the present invention provides a kind of saving reinforcing bar, save it is artificial, save the duration, with The flexible connection of structural framing system makes to build the light steel construction column of the more reasonable T shape of stress system and its construction method, solves Problems of the prior art.
The present invention is achieved through the following technical solutions:
A kind of light steel construction column of T shape is I-shaped light steel construction column ontology, the light steel construction including a floor projection Three sides of column ontology pass through respectively three groups of L-type connection sheets with build filling wall connect, top pass through pre-embedding metal part with it is upper The connection of portion's structural beams, bottom end are connect by several expansion bolts with lower structural beam, and the light steel construction column ontology includes two It being arranged in parallel and two limb plates that middle part is fixed together by a web, wherein a limb is the manomelia in "-" type in two limb plates, The U-shaped limb that another limb is U-shaped and opening is arranged backwards to manomelia.
The pre-embedding metal part includes a built-in fitting steel plate, and the built-in fitting steel plate is welded in the top of light steel construction column ontology End, is welded with several anchor ribs in the bottom of built-in fitting steel plate, the anchor rib is anchored in superstructure beam, the expansion The top of bolt is welded in the bottom of light steel construction column ontology, and bottom end is planted in lower structural beam.
Wherein the inner end of two groups of L-type connection sheets is welded on the web of light steel construction column ontology, another group of L-type connection sheet Inner end is welded on U-shaped limb.
Every group of L-type connection sheet is divided into two column disposed in parallel.
The outer end of each L-type connection sheet is all provided with 90 ° of corner of the crotch for connecting with masonry filling wall.
The construction method of the above-mentioned light steel construction column of T shape, includes the following steps:
(1) manomelia and U-shaped limb are welded to form light steel construction column ontology by web, the width of web is filled according to masonry The thickness of wall determines that manomelia, U-shaped limb and web length are determined according to story height, so as to form light steel construction column body length;
(2) bottom of pre-embedding metal part is welded in the top of the light steel construction column ontology, and by pre-embedding metal part Top is anchored in superstructure beam;
(3) top of expansion bolt is welded in the bottom end of light steel construction column ontology, the bottom end of expansion bolt is planted under In portion's structural beams;
(4) inner end of three groups of L-type connection sheets is welded on three sides of light steel construction column ontology, outer end is planted in masonry Fill the construction of that is, complete at T-shaped light steel construction column within the walls.
The pre-embedding metal part includes a built-in fitting steel plate, and the built-in fitting steel plate is welded in the top of light steel construction column ontology End, is welded with several anchor ribs in the bottom of built-in fitting steel plate, the anchor rib is anchored in superstructure beam, the expansion The top of bolt is welded in the bottom of light steel construction column ontology, and bottom end is planted in lower structural beam.
Wherein the inner end of two groups of L-type connection sheets is welded on the web of light steel construction column ontology, another group of L-type connection sheet Inner end is welded on U-shaped limb.
Every group of L-type connection sheet is divided into two column disposed in parallel.
The outer end of each L-type connection sheet is all provided with 90 ° of corner of the crotch for connecting with masonry filling wall.
The beneficial effects of the present invention are: the light steel construction column of the T shape and its construction method, with existing reinforced concrete structural column Technology is compared, and construction column tie-bar link is eliminated, and is saved reinforcing bar, is saved artificial, the saving duration;Eliminate constructional column concrete ring Section, saving concrete raw material, saving concreting is artificial, saves constructional column concrete repair artificial, the saving duration;Cancel Formwork and demoulding link, save template, save it is artificial, save the duration;It is flexibly connected with structural framing system, makes to build stress System is more reasonable;Can the factorial production, live rapid welding, quality is more secure, and the duration is shorter;Process is simple, operation letter Just, popularization is high.
Detailed description of the invention
The present invention will be further described below with reference to the drawings.
Fig. 1 is the front view of the light steel construction column main body of the present invention;
Fig. 2 is the horizontal projection of the light steel construction column main body of the present invention;
Fig. 3 is the side view of the light steel construction column main body of the present invention;
Fig. 4 is the horizontal projection of pre-embedding metal part of the present invention;
Fig. 5 is the side view of pre-embedding metal part of the present invention;
Fig. 6 is lower structural beam bar planting plan view of the present invention;
Fig. 7 is lower structural beam bar planting sectional view of the present invention.
In figure: 1, L-type connection sheet, 2, expansion bolt, 3, web, 4, manomelia, 5, U-shaped limb, 6, built-in fitting steel plate, 7, anchoring Muscle, 8, crotch.
Specific embodiment
In order to clarify the technical characteristics of the invention, below by specific embodiment, and its attached drawing is combined, to this hair It is bright to be described in detail.
As shown in figs. 1-7, the light steel construction column of embodiment T shape is I-shaped light steel construction column including a floor projection Ontology, three sides of the light steel construction column ontology pass through respectively three groups of L-type connection sheets 1 with build filling wall connect, top It is connect by pre-embedding metal part with superstructure beam, bottom end is connect by several expansion bolts 2 with lower structural beam, described light Steel construction column ontology includes two being arranged in parallel and middle part passes through the two limb plates that are fixed together of a web 3, wherein one in two limb plates Limb is the manomelia 4 in "-" type, the U-shaped limb 5 that another limb is U-shaped and opening is arranged backwards to manomelia.
The pre-embedding metal part includes a built-in fitting steel plate 6, and the built-in fitting steel plate 6 is welded in light steel construction column ontology Top is welded with several anchor ribs 7 in the bottom of built-in fitting steel plate 6, and the anchor rib 7 is anchored in superstructure beam, institute The top for stating expansion bolt 2 is welded in the bottom of light steel construction column ontology, and bottom end is planted in lower structural beam.
Wherein the inner end of two groups of L-type connection sheets 1 is welded on the web of light steel construction column ontology, another group of L-type connection sheet 1 Inner end be welded on U-shaped limb 5.
Every group of L-type connection sheet 1 is divided to for two column disposed in parallel.
The outer end of each L-type connection sheet 1 is all provided with 90 ° of corner of the crotch 8 for connecting with masonry filling wall.
The L-type connection sheet 1 uses Q235 steel, 30 millimeters wide, 3 millimeters thick, and 600 millimeters of length, hook is 30 millimeters long.
The built-in fitting steel plate 6 of the pre-embedding metal part uses Q235 steel, 6 millimeters thick, 7 top welded reinforcement anchor of anchor rib Gu 150 millimeters in top structural beams.
The expansion bolt 2 is planted using 4G root M16 expansion bolt in lower structural beam, and exposed 40 millimeters.
The construction method of the above-mentioned light steel construction column of T shape, includes the following steps:
(1) manomelia and U-shaped limb are welded to form light steel construction column ontology by web, the width of web is filled according to masonry The thickness of wall determines that manomelia, U-shaped limb and web length are determined according to story height, so as to form light steel construction column body length;
(2) bottom of pre-embedding metal part is welded in the top of the light steel construction column ontology, and by pre-embedding metal part Top is anchored in superstructure beam;
(3) top of expansion bolt is welded in the bottom end of light steel construction column ontology, the bottom end of expansion bolt is planted under In portion's structural beams;
(4) inner end of three groups of L-type connection sheets is welded on three sides of light steel construction column ontology, outer end is planted in masonry Fill the construction of that is, complete at T-shaped light steel construction column between wall brick block in perps.
The light steel construction column of the T shape and its construction method eliminate construction compared with existing reinforced concrete structural column technology Column tie-bar link saves reinforcing bar, saves artificial, the saving duration;Constructional column concrete link is eliminated, concrete former material is saved Material, saving concreting is artificial, it is artificial to save constructional column concrete repair, saves the duration;Formwork and demoulding link are eliminated, It saves template, save artificial, the saving duration;It is flexibly connected with structural framing system, keeps building stress system more reasonable;It can work Factory's metaplasia produces, and live rapid welding, quality is more secure, and the duration is shorter;Process is simple, easy to operate, and popularization is high.
Place is not described in detail by the present invention, is the well-known technique of those skilled in the art of the present technique.Finally, it is stated that the above reality It applies example to be only used to illustrate the technical scheme of the present invention and not to limit it, although having carried out specifically the present invention referring to preferred embodiment It is bright, those skilled in the art should understand that, can with modification or equivalent replacement of the technical solution of the present invention are made, and The objective and range for not departing from technical solution of the present invention, are intended to be within the scope of the claims of the invention.

Claims (4)

1. a kind of light steel construction column of T shape, it is characterized in that: be I-shaped light steel construction column ontology including a floor projection, it is described Three sides of light steel construction column ontology pass through respectively three groups of L-type connection sheets with build that filling wall is connect, top passes through pre-buried gold Part is connect category with superstructure beam, bottom end is connect by several expansion bolts with lower structural beam, the light steel construction column sheet Body includes two being arranged in parallel and two limb plates that middle part is fixed together by a web, and wherein a limb is in "-" type in two limb plates Manomelia, another limb be it is U-shaped and opening backwards to manomelia setting U-shaped limb;Wherein the inner end of two groups of L-type connection sheets is welded in On the web of light steel construction column ontology, the inner end of another group of L-type connection sheet is welded on U-shaped limb;Every group of L-type connection sheet is divided into flat Two column of row setting;The outer end of each L-type connection sheet is equipped with and builds 90 ° of corner of the crotch filling wall and connecting.
2. the light steel construction column of T shape according to claim 1, it is characterized in that: the pre-embedding metal part includes a built-in fitting steel Plate, the built-in fitting steel plate are welded in the top of light steel construction column ontology, are welded with several anchors in the bottom of built-in fitting steel plate Gu muscle, the anchor rib is anchored in superstructure beam, and the top of the expansion bolt is welded in the bottom of light steel construction column ontology Portion, bottom end are planted in lower structural beam.
3. a kind of construction method of the light steel construction column of T shape as described in claim 1, it is characterized in that: including the following steps:
(1) manomelia and U-shaped limb are welded to form light steel construction column ontology by web, the width of web is according to masonry filling wall Thickness determines that manomelia, U-shaped limb and web length are determined according to story height, so as to form light steel construction column body length;
(2) bottom of pre-embedding metal part is welded in the top of the light steel construction column ontology, and by the top of pre-embedding metal part It is anchored in superstructure beam;
(3) top of expansion bolt is welded in the bottom end of the light steel construction column ontology, the bottom end of expansion bolt is planted under In portion's structural beams;
(4) inner end of three groups of L-type connection sheets is welded on three sides of the light steel construction column ontology, outer end is planted in masonry Fill the construction of that is, complete at T-shaped light steel construction column within the walls.
4. the construction method of the light steel construction column of T shape according to claim 3, it is characterized in that: the pre-embedding metal part includes One built-in fitting steel plate, the built-in fitting steel plate are welded in the top of light steel construction column ontology, weld in the bottom of built-in fitting steel plate There is anchor rib, the anchor rib is anchored in superstructure beam, and the top of the expansion bolt is welded in light steel construction column ontology Bottom, bottom end plant in lower structural beam.
CN201610847886.2A 2016-09-23 2016-09-23 A kind of light steel construction column of T shape and its construction method Active CN106245848B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610847886.2A CN106245848B (en) 2016-09-23 2016-09-23 A kind of light steel construction column of T shape and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610847886.2A CN106245848B (en) 2016-09-23 2016-09-23 A kind of light steel construction column of T shape and its construction method

Publications (2)

Publication Number Publication Date
CN106245848A CN106245848A (en) 2016-12-21
CN106245848B true CN106245848B (en) 2019-02-26

Family

ID=57611668

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610847886.2A Active CN106245848B (en) 2016-09-23 2016-09-23 A kind of light steel construction column of T shape and its construction method

Country Status (1)

Country Link
CN (1) CN106245848B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112282067A (en) * 2020-10-20 2021-01-29 中建八局科技建设有限公司 Embedded part structure for connecting steel beam and concrete structure and construction method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201347580Y (en) * 2009-01-06 2009-11-18 天津大学 T-shaped node profiled connecting element for novel slab block structure
JP2011202424A (en) * 2010-03-26 2011-10-13 Jfe Steel Corp H-shaped steel beam
CN203049913U (en) * 2013-01-06 2013-07-10 浙江成泰建筑工程有限公司 Structural steel constructional column
CN204112592U (en) * 2014-09-29 2015-01-21 南京工业大学 Special-shaped steel column with honeycomb web plate and L-shaped section
CN105155725A (en) * 2015-06-25 2015-12-16 李彦斌 Construction method of novel structural column for frame-structured T-shaped filled walls
CN206053129U (en) * 2016-09-23 2017-03-29 中建八局第一建设有限公司 A kind of light steel construction post of T-shaped

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201347580Y (en) * 2009-01-06 2009-11-18 天津大学 T-shaped node profiled connecting element for novel slab block structure
JP2011202424A (en) * 2010-03-26 2011-10-13 Jfe Steel Corp H-shaped steel beam
CN203049913U (en) * 2013-01-06 2013-07-10 浙江成泰建筑工程有限公司 Structural steel constructional column
CN204112592U (en) * 2014-09-29 2015-01-21 南京工业大学 Special-shaped steel column with honeycomb web plate and L-shaped section
CN105155725A (en) * 2015-06-25 2015-12-16 李彦斌 Construction method of novel structural column for frame-structured T-shaped filled walls
CN206053129U (en) * 2016-09-23 2017-03-29 中建八局第一建设有限公司 A kind of light steel construction post of T-shaped

Also Published As

Publication number Publication date
CN106245848A (en) 2016-12-21

Similar Documents

Publication Publication Date Title
CN203320738U (en) Assembled concrete frame-shear wall structure
CN106677049A (en) Assembled steel-concrete combination structure bridge and construction method
CN107780576A (en) A kind of assembled architecture bottom composite floor and its connected mode
CN201972237U (en) Section prefabricated rectangular steel pipe concrete truss
CN104631343A (en) Self-travelling diamond-shaped pin-connected truss-type form traveler structure and form traveler travelling and constructing method
CN104088221B (en) A kind of T-shaped plate girder precast segment unit based on steel truss and combined bridge deck
CN105484403B (en) Assembly concrete two-way ribbed slab floor and its method of construction
CN211517947U (en) Bridge case roof beam is prefabricated with shaped steel pedestal
CN104032668A (en) Half-through steel truss-concrete combined continuous steel bridge
CN205976215U (en) Compound box roof beam of assembled concrete
CN106245848B (en) A kind of light steel construction column of T shape and its construction method
CN204059179U (en) A kind of T-shaped plate girder precast segment unit based on steel truss and combined bridge deck
CN212866938U (en) Leveling structure of prefabricated wall body
CN103806538B (en) A kind of precast reinforced concrete structure
CN217810455U (en) Main beam structure
CN206053129U (en) A kind of light steel construction post of T-shaped
CN207122313U (en) Constructing middle partition wall in tunnel template and its constructing device
CN213233106U (en) Arch ring support
CN207003719U (en) A kind of prefabricated steel faced wall with steel bar girder
CN109610707A (en) A kind of design and rapid constructing method of prefabricated girder steel and floor fit flush
CN215759633U (en) Concrete beam and wall, post connected node
CN102418417B (en) Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system
CN102127942A (en) Energy-saving earthquake-resistant cored beam-free building floor slab
CN108571065A (en) The assembled steel tendon concrete frame structure of connector is connected to based on steel plate
CN209260532U (en) Assembled steel web plate composite box joist steel web and precast slab connecting structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant