JPH0886017A - Connection part of precast concrete column - Google Patents
Connection part of precast concrete columnInfo
- Publication number
- JPH0886017A JPH0886017A JP25768894A JP25768894A JPH0886017A JP H0886017 A JPH0886017 A JP H0886017A JP 25768894 A JP25768894 A JP 25768894A JP 25768894 A JP25768894 A JP 25768894A JP H0886017 A JPH0886017 A JP H0886017A
- Authority
- JP
- Japan
- Prior art keywords
- column
- precast concrete
- concrete column
- connection part
- pillar
- 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
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、プレキャストコンクリ
ート造の柱の接続部に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast concrete pillar connecting portion.
【0002】[0002]
【従来技術】従来、プレキャストコンクリート造の梁と
柱を接続して建築物の骨組を構成する場合、柱を貫通し
て梁の端部の梁背中間位置にPC鋼材を配設し、このP
C鋼材で梁を柱に緊結することが行われているが、この
際、さらに、梁主筋も通し筋にして、接続効果を高める
ようにしているのが一般的である。2. Description of the Related Art Conventionally, when a precast concrete beam and a column are connected to form a frame structure of a building, a PC steel material is provided at a position between the beam backs at the ends of the beam through the column.
The beam is tightly connected to the column with C steel material, but at this time, it is general that the main beam of the beam is also made through to further enhance the connection effect.
【0003】[0003]
【発明の目的】本発明の目的は、前述の場合のように梁
主筋を通し筋にする場合に、X,Y2方向の梁の上端主
筋を容易に通し筋にすることができるプレキャストコン
クリート造の柱の接続部を提供することにある。SUMMARY OF THE INVENTION An object of the present invention is to provide a precast concrete structure in which the upper main bars of the beam in the X and Y2 directions can be easily made into the through bars when the beam main bars are to be the through bars as described above. It is to provide the connection of the pillar.
【0004】[0004]
【発明の構成】本発明のプレキャストコンクリート造の
柱の接続部の構成上の特徴は、上面にX方向の梁の上端
主筋を通す凹溝を設けたプレキャストコンクリート造の
柱の上に、下面にY方向の梁の上端主筋を通す凹溝を設
けたプレキャストコンクリート造の柱を載せて、接続し
た点にある。The constructional features of the connecting portion of the precast concrete pillar of the present invention are as follows: On the top surface of the precast concrete pillar having a concave groove for passing the upper main bar of the beam in the X direction, It is located at the point where a precast concrete column provided with a groove for passing the upper main bar of the beam in the Y direction was placed and connected.
【0005】[0005]
【図面による説明】本発明の一実施例の説明図である図
1において、1は下階の柱、2は上階の柱であり、これ
らは共にプレキャストコンクリート造で、断面方形であ
る。DESCRIPTION OF THE DRAWINGS In FIG. 1 which is an explanatory view of an embodiment of the present invention, 1 is a column on the lower floor and 2 is a column on the upper floor, both of which are made of precast concrete and have a square cross section.
【0006】柱1の上面にはX方向の梁の上端主筋3を
通す凹溝4が、また、柱2の下面にはY方向の梁の上端
主筋5を通す凹溝6が、それぞれ設けられ、柱2を図の
状態から下方に下げて柱1の上に載せたとき、凹溝4と
凹溝6が直交して重なるようになっている。The upper surface of the pillar 1 is provided with a concave groove 4 for passing the upper main bar 3 of the beam in the X direction, and the lower surface of the column 2 is provided with a concave groove 6 for passing the upper main bar 5 of the beam in the Y direction. When the pillar 2 is lowered from the state shown in the figure and placed on the pillar 1, the concave groove 4 and the concave groove 6 are arranged so as to intersect at right angles.
【0007】なお、図中、7は柱1の主筋であり、柱
1,2の接続は、主筋7の上方突出部を柱2の下端部内
で柱2の主筋(図示しない)の下端に接続してなされ
る。In the figure, 7 is a main bar of the column 1, and the columns 1 and 2 are connected to each other by connecting the upper protrusion of the main bar 7 to the lower end of the main bar (not shown) of the column 2 within the lower end of the column 2. Done.
【0008】柱1,2を接続した後、柱1の上端部の外
側に、プレキャストコンクリート造のX方向およびY方
向の梁を架設するが、この際、上端主筋3,5をそれぞ
れ凹溝4,6に通して、X方向およびY方向の梁の上端
主筋を通し筋にする。After connecting the columns 1 and 2, a beam of precast concrete in the X direction and the Y direction is erected on the outside of the upper end of the column 1, and at this time, the upper main bars 3 and 5 are respectively provided with the concave grooves 4. , 6 to make the upper main bars of the beams in the X and Y directions through.
【0009】そして、梁の架設後、床を施工する際に、
床のトッピングコンクリート内に上端主筋3,5と凹溝
4,6を納め、柱、梁、床を一体的に結合する。When the floor is constructed after the beams are erected,
The top main bars 3 and 5 and the recessed grooves 4 and 6 are housed in the floor topping concrete, and the columns, beams and floor are integrally connected.
【0010】[0010]
【発明の効果】本発明のプレキャストコンクリート造の
柱の接続部は、以上のようなものであるから、プレキャ
ストコンクリート造の梁と柱で建築物の骨組を構成する
ときに、柱に接続されるX,Y2方向の梁の上端主筋を
通し筋にすることが容易であるのみならず、接続部の2
方向の凹溝に床のトッピングコンクリートが入ること
で、上下の柱の接続が強固になる利点がある。EFFECTS OF THE INVENTION Since the connecting portion of the precast concrete pillar of the present invention is as described above, it is connected to the pillar when the building frame is constructed with the precast concrete pillar and the pillar. Not only it is easy to make the upper main bar of the beam in the X and Y2 directions as a through bar, but
By inserting the floor topping concrete into the concave groove in the direction, there is an advantage that the connection between the upper and lower pillars becomes firm.
【図1】本発明の一実施例の分解斜視図である。FIG. 1 is an exploded perspective view of an embodiment of the present invention.
1:柱、2:柱、3:上端主筋、4:凹溝、5:上端主
筋、6:凹溝、7:主筋。1: pillars, 2: pillars, 3: upper main bars, 4: concave grooves, 5: upper main bars, 6: concave grooves, 7: main bars.
Claims (1)
を設けたプレキャストコンクリート造の柱の上に、下面
にY方向の梁の上端主筋を通す凹溝を設けたプレキャス
トコンクリート造の柱を載せて、接続したことを特徴と
するプレキャストコンクリート造の柱の接続部。1. A precast concrete structure having a concave groove on the lower surface for passing the upper main bar of the beam in the Y direction on the upper surface of a precast concrete column having a concave groove for passing the upper main bar of the beam in the X direction. A connection part of a precast concrete column, which is characterized by placing and connecting columns.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25768894A JPH0886017A (en) | 1994-09-16 | 1994-09-16 | Connection part of precast concrete column |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25768894A JPH0886017A (en) | 1994-09-16 | 1994-09-16 | Connection part of precast concrete column |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0886017A true JPH0886017A (en) | 1996-04-02 |
Family
ID=17309734
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25768894A Pending JPH0886017A (en) | 1994-09-16 | 1994-09-16 | Connection part of precast concrete column |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0886017A (en) |
-
1994
- 1994-09-16 JP JP25768894A patent/JPH0886017A/en active Pending
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP4022158B2 (en) | X-type crossed string beam structure | |
JPH0886017A (en) | Connection part of precast concrete column | |
JP2522590B2 (en) | Precast concrete pillar formwork | |
JPH0728269Y2 (en) | Precast beams | |
JPH11141036A (en) | Floor component unit for building and floor construction using it | |
JPH067125Y2 (en) | Structure of the stigma of the flat slab | |
JP3206707B2 (en) | Simple frame forming method by spraying method and equipment used for it | |
JP2623959B2 (en) | Underground construction method of building | |
JP2613552B2 (en) | Precast concrete frame and its construction method | |
JP2784295B2 (en) | Precast concrete beam joining method | |
JPH01163332A (en) | Structure of multistoried building | |
JPH0732645Y2 (en) | Precast concrete concrete beam-column joint structure | |
JPS6215371Y2 (en) | ||
JPH06129015A (en) | Building unit | |
JPH0337283Y2 (en) | ||
JPH04277236A (en) | Joint structure of multiple tube type steel pipe concrete pillar and beam | |
JP2562779Y2 (en) | Joint structure between column and beam | |
JPH0561316U (en) | Spacer for holding mesh muscle wrap | |
JP3009619U (en) | Building wall structure | |
JPH07279246A (en) | Pc beam form | |
JPH0814151B2 (en) | Unit housing | |
JP2002054256A (en) | Panel body for constructing house and house | |
JPH0270830A (en) | Foundation construction of building | |
JP2000291206A (en) | Reinforcement support made of wire | |
JPH05179698A (en) | Construction of pc column and beam |