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 PDFInfo
- 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
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- light steel
- steel construction
- construction column
- welded
- limb
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
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- 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
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.
Priority Applications (1)
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CN201610847886.2A CN106245848B (en) | 2016-09-23 | 2016-09-23 | A kind of light steel construction column of T shape and its construction method |
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CN201610847886.2A CN106245848B (en) | 2016-09-23 | 2016-09-23 | A kind of light steel construction column of T shape and its construction method |
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CN106245848B true CN106245848B (en) | 2019-02-26 |
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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 |
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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 |
-
2016
- 2016-09-23 CN CN201610847886.2A patent/CN106245848B/en active Active
Patent Citations (6)
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 |
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