KR20170036949A - Connecting sturcture between column and beam - Google Patents
Connecting sturcture between column and beam Download PDFInfo
- Publication number
- KR20170036949A KR20170036949A KR1020150135695A KR20150135695A KR20170036949A KR 20170036949 A KR20170036949 A KR 20170036949A KR 1020150135695 A KR1020150135695 A KR 1020150135695A KR 20150135695 A KR20150135695 A KR 20150135695A KR 20170036949 A KR20170036949 A KR 20170036949A
- Authority
- KR
- South Korea
- Prior art keywords
- steel structure
- longitudinal direction
- reinforcing bar
- steel
- concrete
- Prior art date
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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
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
Abstract
The present invention provides a pillar structure comprising: a pillar member having a first assembly reinforcing net embedded in a longitudinal direction thereof and a first steel structure connected to the first assembly reinforcing net in a longitudinal direction; A second reinforcing bar net embedded in the longitudinal direction inside the reinforcing bar net, and a second reinforcing bar body connected to the second reinforcing bar net in a longitudinal direction; A connecting joining member inserted into the first steel structure and the second steel structure respectively and connecting the column member and the beam member; And a jointed concrete portion pierced so as to surround a connection portion between the column member and the beam member.
Description
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of a pillar member and a beam member capable of improving the workability while improving the structural performance.
It should be noted that the contents described in this section merely provide background information on the present invention and do not constitute the prior art.
Conventional reinforced concrete structures are reinforced concrete with excellent tensile resistance and ductility, concrete with excellent compression resistance, formability, refractory performance and economical efficiency.
However, since the reinforced concrete structure is accompanied by the construction work such as the installation of the formwork and the installation of the concrete for the concrete in the field, there is an inconvenience that the field construction is complicated and the workload on the site is increased.
In order to improve the workability of such reinforced concrete work, efforts have been made to improve the productivity and quality, such as processing of reinforcing steel factory, prefabricated reinforcing bars, and factory production.
In recent years, a composite structure type using steel has been utilized. For example, a composite plate using a steel material as a permanent formwork and a steel reinforced concrete structure is used after filling the concrete into a steel plate by forming and welding the steel plate to an open top.
This composite view is advantageous in that it can improve the structural performance by reducing the field work and combining the steel and concrete because the lower reinforcement and formwork installation can be omitted.
However, compared to the reinforced concrete structure, the amount of steel is increased and the structure of the beam-column joint is complicated, and there is a disadvantage that it is difficult to secure a work space for an operator to move with the upper open structure.
In addition, since the steel material is exposed to the outside, the fireproof performance may be a problem when a fire occurs. Therefore, it may be necessary to consider the fireproof coating and corrosion may occur in the exposed steel material itself. There is a problem that it is necessary.
The present invention is to provide a joining structure of a column member and a beam member which can secure a structural performance while improving workability by constructing a connection part between a column member and a beam member through a simple type of insertion between members.
According to an aspect of the present invention, there is provided a reinforced concrete structure having a first reinforcing steel net embedded in a longitudinal direction thereof and a first steel structure connected to the first reinforcing steel net in a longitudinal direction, Column member; A second reinforcing bar net embedded in the longitudinal direction inside the reinforcing bar net, and a second reinforcing bar body connected to the second reinforcing bar net in a longitudinal direction; A connecting joining member inserted into the first steel structure and the second steel structure respectively and connecting the column member and the beam member; And a jointed concrete portion pierced so as to surround a connection portion between the column member and the beam member.
Preferably, the steel structure comprises: a pair of angle members formed in the longitudinal direction; And a connecting space portion formed between the pair of angle members, wherein the connecting joint member is fastened to the pillar member in a state where one side is inserted into the first installation space portion of the first steel structure, May be fastened to the beam member in a state of being inserted into the connection space member in the second installation space portion of the second steel structure.
Preferably, the connecting joint member is a joining main body which is engaged with the first angle member of the pillar member in a state of being inserted into the first installation space portion; And a beam connecting portion extending from the joining body in a direction toward the installation direction of the beam member and engaged with the second angle member of the beam member in a state of being inserted into the second installation space portion of the second steel structure .
Preferably, the joining body is formed of a cruciform iron material whose end portion extends in the direction of the beam member, and the beam connecting portions to be fastened to the beam member are respectively formed at four end regions of the cruciform iron material, May be bolted or welded while being inserted into the second installation space.
Preferably, the beam member comprises: a second concrete portion formed in the longitudinal direction; A second assembly reinforcing bar embedded in the second concrete part and having a second main reinforcing bar and a second reinforcing bar extending in the direction of the connecting part; A second steel structure embedded in the second concrete part and extending from at least one end of the second concrete part in the direction of the connecting part; And a bending member installed in connection with the second steel structure, wherein the second steel structure is provided with a second stirrup, which is installed in the longitudinal direction of the beam member and is disposed above and below the beam member, And can be installed in the inner central region of the vehicle.
Preferably, the second steel structure comprises: an upper steel structure buried in the longitudinal direction above the second concrete portion; And a lower steel structure buried in a longitudinal direction below the second concrete portion, wherein the bending member is disposed between the second installation space of the upper steel structure and the second installation space of the lower steel structure As shown in FIG.
Preferably, the bending member includes: a parallel steel bar disposed on the upper steel structure and the lower steel structure, respectively; And an inclined reinforcing bar connecting the ends of the parallel reinforcing bars disposed in the upper steel structure and the ends of the parallel reinforcing bars disposed in the lower steel building in an oblique direction.
Preferably, the pillar member comprises: a first concrete portion formed in the longitudinal direction; A first assembly reinforcing bar embedded in the first concrete portion and having a first main reinforcing bar and a first reinforcing bar extending in a direction of the connecting portion; And a first steel structure extending from at least one end of the first concrete portion in the direction of the connecting portion, wherein the first steel structure is installed in a longitudinal direction of the column member, And may be installed in an inwardly directed central region of the first struck to be deployed.
Preferably, the pillar member may further include a reinforcing steel member surrounding the plurality of first steel structures and spaced apart in the longitudinal direction of the pillar member.
According to an embodiment of the present invention as described above, it is possible to secure the structural performance while improving the workability by constructing the connecting portion between the column member and the beam member through a simple type of insertion between members.
According to an embodiment of the present invention, since the joining structure of the column member and the beam member is open, the work space of the field worker can be easily secured and the construction state can be easily confirmed.
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a view showing a bonding structure of a column member and a beam member of the present invention. FIG.
2 is an exploded perspective view of a joining structure of the column member and the beam member of the present invention.
3 is a cross-sectional view of the column member of FIG. 2 in a direction AA 'in which a connecting joint member is installed.
4 is a perspective view of a pillar member of a joining structure of the pillar member and the beam member of the present invention.
5 is a perspective view of a connecting joint member of a joining structure of the column member and the beam member of the present invention.
6 is a perspective view of a beam member having a joining structure of the column member and the beam member of the present invention.
FIG. 7 is a view showing a state in which the second steel structure and the bending member of the beam member installed in one embodiment of the present invention are engaged.
8 is a cross-sectional view of the second steel structure shown in FIG. 7 and the beam member provided with the bent member in the B-B 'direction.
FIG. 9 is a view showing a combined state of the second steel structure and the bending member of the beam member installed in another embodiment of the present invention.
10 is a cross-sectional view of the second steel structure shown in FIG. 9 and the beam member provided with the bent member in the CC 'direction.
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings. However, the embodiments of the present invention can be modified into various other forms, and the scope of the present invention is not limited to the embodiments described below. Further, the embodiments of the present invention are provided to more fully explain the present invention to those skilled in the art. The shape and size of elements in the drawings may be exaggerated for clarity.
Hereinafter, a joining structure of the column member and the beam member according to an embodiment of the present invention will be described in detail with reference to the drawings.
1, a joining structure of the column member and the beam member according to an embodiment of the present invention includes a
As shown in FIG. 1 and FIG. 2, the joining structure of the column member and the beam member includes a first assembled
At this time, the assembled steel reinforcing net, the steel structure and the connecting
Specifically, the first
In addition, in the state where the
As shown in Fig. 3, the steel structure may include a pair of angle members and an installation space portion.
The steel structure may include a
The steel structure may include a pair of angle members formed in the longitudinal direction and an installation space portion formed between the pair of angle members.
At least one end portion of the angle member may be embedded in the
Of course, an angle member may be embedded in the entire longitudinal direction of the
The angle member may be formed of a square type of angle member and at least one end of the angle member may be formed with a bent portion in a longitudinal direction at a longitudinal direction thereof to form a
The angle member can have an A-shaped cross-section, and resistance to a lateral force can be improved by a pair of angle members having an A-shaped cross-section. Thus, the connecting
Further, since the connection
The same members as the angle members applied to the
As shown in FIGS. 1 and 3, the pair of angle members are spaced apart from each other at regular intervals. While the connecting
At this time, the
The
4, the
The
The first
3 and 4, the
The
The
A total of four
The octagonal reinforcing bars can be joined to the strakes on each side so that the
5, the
The joining
The joining
An upper fastening hole to be fastened to the upper steel structure 230-1 may be formed on the upper joint and a lower fastening hole to be fastened to the lower steel structure 230-2 may be formed on the beam joint 330. [
The
The joining
The
Referring to FIG. 6, the
The
The
Since the
The second
Recently, a composite structure type using a steel material has been utilized. For example, a composite plate is used in which a steel plate is formed into an upper open shape by molding, welding, and then filled with concrete and used as a permanent formwork and a reinforcing steel substitute structure In this case, since the steel material is exposed to the outside, the fireproof performance may be a problem when a fire occurs. Therefore, it is necessary to consider the fireproof coating separately, and corrosion of the steel material exposed to the outside may occur.
On the other hand, since the joining structure of the column member and the beam member of the present invention is formed in an open form, it is easy to secure the work space of the field worker and the confirmation of the construction state is easy, and the steel structure is provided in the concrete part or the jointed
Referring to FIG. 7, the
The
As described above, the upper steel structure 230-1 and the lower steel structure 230-2 are disposed on the upper side and the lower side of the
The
The bending
8 and 9, the bending
9 and 10, the bending
The bending
The connecting
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. And will be apparent to those skilled in the art.
100: column member 110: first assembly reinforcing bar
111: First Cast Iron 113: 1st Streak
130: first steel structure 131: first angle member
133: first installation space part 150: first concrete part
170: reinforcement steel 200: beam member
210: second assembly reinforcing net 211: second main reinforcing bar
213: Second Strike 230: Second Steel Structure
230-1: upper steel structure 230-2: lower steel structure
231: second angle member 233: second installation space part
250: second concrete part 270: bent member
271: Parallel rebar 273: Reinforced rebar
275: connection hardware 300: connecting joint member
310: joint body 330: beam joint
400: jointed concrete part
Claims (9)
A second reinforcing bar net embedded in the longitudinal direction inside the reinforcing bar net, and a second reinforcing bar body connected to the second reinforcing bar net in a longitudinal direction;
A connecting joining member inserted into the first steel structure and the second steel structure respectively and connecting the column member and the beam member; And
And a jointed concrete portion pierced so as to surround a connection portion between the column member and the beam member.
A pair of angle members formed in the longitudinal direction; And
And an installation space portion formed between the pair of angle members,
The connecting joint material may be formed,
And the other end of the first steel structure is inserted into the first installation space of the first steel structure and the other end of the second steel installation is inserted into the second installation space of the second steel structure, Wherein the pillar member and the pillar member are fastened to each other.
A joining main body to be coupled to the first angle member of the pillar member in a state of being inserted into the first installation space portion; And
And a joining portion extending from the joining main body in a direction toward the installation direction of the beam member and engaged with the second angle member of the beam member in a state of being inserted into the second installation space portion of the second steel structure Bonding structure of column member and beam member.
Wherein the joining body is formed of a cruciform iron piece whose end portion extends in the direction of the beam member,
Wherein the beam connecting portions to be fastened to the beam member are respectively formed at four end regions of the cruciform iron material,
Wherein the beam connecting portion is bolted or welded in a state of being inserted into the second installation space portion.
A second concrete portion formed in a longitudinal direction;
A second assembly reinforcing bar embedded in the second concrete part and having a second main reinforcing bar and a second reinforcing bar extending in the direction of the connecting part;
A second steel structure embedded in the second concrete part and extending from at least one end of the second concrete part in the direction of the connecting part; And
And a bending member connected to the second steel structure,
Wherein the second steel structure comprises:
Wherein the first and second struts are provided in the longitudinal direction of the beam member and are provided at an inner central region of the second strut disposed on the upper side and the lower side of the beam member.
An upper steel structure buried in the longitudinal direction above the second concrete part; And
And a lower steel structure buried in the longitudinal direction below the second concrete part,
The bending member
And a second installation space of the upper steel structure and a second installation space of the lower steel structure.
A parallel steel bar disposed on the upper steel structure and the lower steel structure, respectively; And
And an inclined reinforcing bar connecting the ends of the parallel reinforcing bars disposed in the upper steel structure and the ends of the parallel reinforcing bars disposed in the lower steel building in an oblique direction.
A first concrete portion formed in a longitudinal direction;
A first assembly reinforcing bar embedded in the first concrete portion and having a first main reinforcing bar and a first reinforcing bar extending in a direction of the connecting portion;
And a first steel structure extending from at least one end of the first concrete portion in the direction of the connecting portion,
Wherein the first steel structure comprises:
Wherein the columnar member is installed in the longitudinal direction of the column member and is provided at an inner central region of the first stirrer disposed on each surface of the column member.
And a reinforcement metal provided in a form surrounding the plurality of first steel structures and spaced apart in the longitudinal direction of the column member.
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KR1020150135695A KR101736594B1 (en) | 2015-09-24 | 2015-09-24 | Connecting sturcture between column and beam |
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KR1020150135695A KR101736594B1 (en) | 2015-09-24 | 2015-09-24 | Connecting sturcture between column and beam |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20190127087A (en) * | 2018-05-03 | 2019-11-13 | (주)티케이이엔지 | Shear Reinforcement Assemblies for Punching Shear Reinforcement of Slab and Column Joints and for Maintaining Concrete Coating Wall Thickness and Its Fabrication Method |
CN112282049A (en) * | 2020-11-17 | 2021-01-29 | 广州地铁设计研究院股份有限公司 | Reinforced concrete superposed primary and secondary beam connecting joint and construction method thereof |
Family Cites Families (1)
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JP4676624B2 (en) * | 2001-02-13 | 2011-04-27 | 株式会社竹中工務店 | Connection method of precast concrete beams in column beam joints |
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- 2015-09-24 KR KR1020150135695A patent/KR101736594B1/en active IP Right Grant
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20190127087A (en) * | 2018-05-03 | 2019-11-13 | (주)티케이이엔지 | Shear Reinforcement Assemblies for Punching Shear Reinforcement of Slab and Column Joints and for Maintaining Concrete Coating Wall Thickness and Its Fabrication Method |
CN112282049A (en) * | 2020-11-17 | 2021-01-29 | 广州地铁设计研究院股份有限公司 | Reinforced concrete superposed primary and secondary beam connecting joint and construction method thereof |
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