JP2677144B2 - Construction method for column-beam joints - Google Patents
Construction method for column-beam jointsInfo
- Publication number
- JP2677144B2 JP2677144B2 JP4330631A JP33063192A JP2677144B2 JP 2677144 B2 JP2677144 B2 JP 2677144B2 JP 4330631 A JP4330631 A JP 4330631A JP 33063192 A JP33063192 A JP 33063192A JP 2677144 B2 JP2677144 B2 JP 2677144B2
- Authority
- JP
- Japan
- Prior art keywords
- beam member
- joint
- concrete
- column
- pedestal
- 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.)
- Expired - Lifetime
Links
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- Joining Of Building Structures In Genera (AREA)
Description
【０００１】[0001]
【産業上の利用分野】この発明はプレキャストコンクリ
ート製，もしくは鋼管コンクリート造の柱部材とプレキ
ャストコンクリート製の梁部材から接合部を構成する柱
・梁接合部の施工方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a column / beam joint, which comprises a beam member made of a precast concrete or steel tube concrete structure and a beam member made of precast concrete.
【０００２】[0002]
【従来技術及び発明が解決しようとする課題】プレキャ
ストコンクリート製，もしくは鋼管コンクリート造の柱
部材とプレキャストコンクリート製の梁部材とから架構
を構築する方法では柱部材をまず立設した後に梁部材を
吊り込み、接合部への配筋とコンクリートの打設によっ
て接合部が構成されるが、従来は梁部材を吊り込み後も
これを養生し、安定化するまでクレーンによって吊り下
げた状態で支持することになるため、施工時の安定性を
確保することが難しい。2. Description of the Related Art In a method of constructing a frame from a column member made of precast concrete or steel pipe concrete and a beam member made of precast concrete, the column member is first erected and then the beam member is suspended. The joints are constructed by placing reinforcements and placing concrete into the joints, but in the past, the beam members were supported after being hung up and stabilized by a crane until they stabilize after being suspended. Therefore, it is difficult to secure stability during construction.
【０００３】また梁部材が不安定な状態に長時間置かれ
るため接合部での作業に危険が伴うことに加え、クレー
ンの有効稼働率が低下することから、施工の進捗の低下
を招いている。Further, since the beam members are left in an unstable state for a long time, there is a danger in the work at the joint portion, and the effective operating rate of the crane is reduced, resulting in a decrease in the progress of construction. .
【０００４】この発明はクレーンを用いて梁部材を支持
する施工方法の実情を踏まえてなされたもので、上記問
題を解消する施工方法を提案するものである。The present invention has been made in view of the actual situation of a construction method for supporting a beam member using a crane, and proposes a construction method for solving the above problems.
【０００５】[0005]
【課題を解決するための手段】本発明では柱部材の外周
に架台を着脱自在に突設し、この架台に梁部材を仮支持
させることによりクレーンによる支持を不要にし、クレ
ーンを用いることによる不安定化とそれに伴う危険を回
避し、施工の進捗を図る。梁部材は柱部材の立設後に吊
り込まれて架台上に載置された後、クレーンから切り離
される。In the present invention, a pedestal is detachably provided on the outer periphery of a column member, and a beam member is temporarily supported on this pedestal to eliminate the need for support by a crane. Stabilize and avoid the risks associated with it, and work on the construction progress. The beam member is suspended after being erected on the column member, placed on the pedestal, and then separated from the crane.
【０００６】接合部を柱が貫通する形になる場合には請
求項１に記載のように、柱部材の、梁部材の下端主筋と
上端主筋との接続位置に連結鉄筋が埋設され、その端部
が外部に突出する。この場合、梁部材を仮支持する架台
は柱部材の外周の、梁部材の下端面位置から着脱自在に
張り出す。When the column penetrates the joint, as described in claim 1, a connecting rebar is embedded in the column member at a connection position between the lower main rebar and the upper main rebar of the beam member, and the end thereof is embedded. The part projects to the outside. In this case, the pedestal for temporarily supporting the beam member is detachably attached to the outer periphery of the column member from the position of the lower end surface of the beam member.
【０００７】梁部材の下端主筋と上端主筋は端部がコン
クリートの端面から突出した状態でコンクリート中に埋
設され、それぞれの突出部分にカプラーが接続される。The lower end main bar and the upper end main bar of the beam member are embedded in the concrete with their ends projecting from the end face of the concrete, and a coupler is connected to each projecting part.
【０００８】接合部は、柱部材を立設し、梁部材を隣接
する柱部材の架台上に載置して梁部材を柱部材に支持さ
せた後、カプラーを回転させて梁部材の下端主筋と上端
主筋を柱部材の連結鉄筋に接続し、架台上に接合部の梁
型枠を組み立て、コンクリートを打設することにより構
成される。At the joint portion, a column member is erected, the beam member is placed on the pedestal of the adjacent column member, and the beam member is supported by the column member, and then the coupler is rotated to rotate the lower end main bar of the beam member. And the upper main rebar is connected to the connecting rebar of the column member, the beam formwork of the joint is assembled on the pedestal, and the concrete is cast.
【０００９】接合部を梁が貫通する形になる場合には請
求項２に記載のように、柱部材の架台は柱部材の外周の
天端面位置から着脱自在に張り出す。When the beam penetrates the joint portion, as described in claim 2, the mount of the pillar member is detachably overhanged from the top end surface position of the outer circumference of the pillar member.
【００１０】梁部材の下端主筋と上端主筋は端部がコン
クリートの端面から突出し、中間部がコンクリートから
露出したした状態でコンクリート中に埋設される。The lower end main bar and the upper end main bar of the beam member are embedded in the concrete in a state where the ends thereof project from the end surface of the concrete and the middle part is exposed from the concrete.
【００１１】接合部は、柱部材を立設し、梁部材をその
中央部において柱部材の天端面と架台上に載置して梁部
材を柱部材に支持させた後、架台上に接合部の梁型枠を
組み立て、コンクリートを打設することにより構成され
る。The joint portion is provided with a column member standing upright, and the beam member is placed on the top end face of the column member and the pedestal at its central portion to support the beam member on the pedestal member. It is constructed by assembling the beam formwork of and placing concrete.
【００１２】いずれの場合も、梁部材が架台上に載置さ
れ、これにそのまま支持されることによりクレーンから
吊り下げられたまま支持されることによる安定性の確保
が不要となり、不安定化に伴う危険が回避される。また
クレーンが梁部材の載置後に切り離されることによりそ
の稼働率が上昇し、施工の進捗が図られる。In either case, the beam member is placed on the pedestal and is supported by the gantry as it is, so that it is not necessary to ensure stability by being supported while being hung from the crane, resulting in instability. The risks involved are avoided. In addition, since the crane is separated after the beam member is placed, the operating rate of the crane is increased, and the progress of construction is achieved.
【００１３】更に請求項１では梁部材の下端主筋及び上
端主筋と、接合部を貫通する連結鉄筋との接続が下端主
筋と上端主筋に接続されているカプラーの回転のみで行
え、請求項２では梁部材の柱部材上への載置により下端
主筋と上端主筋がそのまま接合部に配筋されるため、接
合部における梁主筋の配筋作業性がよい。Further, in the first aspect, the connection between the lower main rebar and the upper main rebar of the beam member and the connecting reinforcing bar penetrating the joint can be performed only by rotating the couplers connected to the lower main rebar and the upper main rebar. By placing the beam member on the column member, the lower end main bar and the upper end main bar are laid in the joint as they are, so that the beam main bar in the joint has good workability.
【００１４】[0014]
【実施例】請求項１の発明は図１に示すようにプレキャ
ストコンクリート製，もしくは鋼管コンクリート造の柱
部材１とプレキャストコンクリート製の梁部材２，２か
ら、梁部材２，２を柱部材１に突設される架台３に支持
させた状態で、接合部を柱が貫通する形の柱・梁の接合
部を施工する方法である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG. 1, the invention of claim 1 comprises a column member 1 made of precast concrete or steel tube concrete and beam members 2, 2 made of precast concrete. This is a method of constructing a joint portion of a pillar and a beam in which a pillar penetrates the joint portion while being supported by a pedestal 3 that is projected.
【００１５】柱部材１はプレキャストコンクリート製の
場合は図４に示すように主筋11とフープ12を埋設した中
実，または中空断面形状に製作され、鋼管コンクリート
造の場合は図８に示すように鋼管13と予め充填される，
または後から充填されるコンクリート14から構成され
る。請求項１では柱部材１が接合部を貫通するため、図
１に示すように柱部材１の天端より下の位置で梁部材
２，２が柱部材１に接合される。When the pillar member 1 is made of precast concrete, it is made to have a solid or hollow cross section in which main bars 11 and hoops 12 are embedded as shown in FIG. 4, and in the case of steel pipe concrete construction, as shown in FIG. Pre-filled with steel pipe 13,
Or it consists of concrete 14 that is filled later. In the first aspect, since the pillar member 1 penetrates the joint portion, the beam members 2 and 2 are joined to the pillar member 1 at a position below the top end of the pillar member 1 as shown in FIG.
【００１６】柱部材１の、接合部位置の内部には図２〜
図４に示すように梁部材２の下端主筋21と上端主筋22と
継手される連結鉄筋４が貫通して配筋される。As shown in FIG.
As shown in FIG. 4, the connecting reinforcing bar 4 which is joined to the lower end main bar 21 and the upper end main bar 22 of the beam member 2 penetrates and is arranged.
【００１７】梁部材２は下端主筋21及び上端主筋22とス
ターラップが埋設されて中実断面形状のプレキャストコ
ンクリートで製作される。The beam member 2 is made of precast concrete having a solid cross section in which a lower end main bar 21, an upper end main bar 22 and a stirrup are embedded.
【００１８】下端主筋21と上端主筋22はプレキャストコ
ンクリートの端面から柱部材１側へ突出し、梁部材２は
図１，図２に示すように端面が柱部材１から距離を隔て
て架設され、下端主筋21と上端主筋22が柱部材１を貫通
して配筋される連結鉄筋４とカプラー５を用いたねじ継
手によって互いに接続される。カプラー５は図２に示す
ように下端主筋21と上端主筋22の端部に予め螺合してお
り、図３に示すように梁部材２の設置後に回転させられ
て連結鉄筋４に接続される。The lower end main bar 21 and the upper end main bar 22 project from the end face of the precast concrete to the column member 1 side, and the beam member 2 is erected at its end face with a distance from the column member 1 as shown in FIGS. The main reinforcing bar 21 and the upper end main reinforcing bar 22 are connected to each other by a threaded joint using a connecting reinforcing bar 4 and a coupler 5 arranged through the column member 1. As shown in FIG. 2, the coupler 5 is preliminarily screwed into the ends of the lower end main bar 21 and the upper end main bar 22, and is connected to the connecting rebar 4 by being rotated after the beam member 2 is installed as shown in FIG. .
【００１９】架台３は図１に示すように柱部材１の外周
の、梁部材２の下端面位置から着脱自在に突設され、梁
部材２の吊り込みから接合部の施工完了まで梁部材２を
仮支持する。架台３は図４に示すように２方向の梁部材
２と接合部のコンクリートを支持するに十分な面積を持
ち、適当な数の、Ｌ形や六角形状のユニット30に分割さ
れる。As shown in FIG. 1, the pedestal 3 is detachably provided on the outer periphery of the column member 1 from the position of the lower end surface of the beam member 2, and from the suspension of the beam member 2 to the completion of construction of the joint portion, the beam member 2 is formed. Temporary support. As shown in FIG. 4, the pedestal 3 has an area sufficient to support the beam member 2 in two directions and the concrete of the joint, and is divided into an appropriate number of L-shaped or hexagonal units 30.
【００２０】各ユニット30は柱部材１に外接する取付片
31が図３に示すように柱部材１に埋め込まれたナットに
ボルト６により接合される、または図５に示すように隣
接するユニット30，30の取付片31，31の両端にフランジ
32，32が形成され、フランジ32，32が互いにボルト６に
より接続されることにより、もしくは図７に示すように
鋼管13の外周にそのフランジの補強用に突設されたリン
グスチフナ７に直接ボルト６により接合されることによ
り柱部材１に対して着脱自在に突設される。Each unit 30 is a mounting piece circumscribing the pillar member 1.
31 is joined to the nut embedded in the pillar member 1 by the bolt 6 as shown in FIG. 3, or as shown in FIG. 5, flanges are provided at both ends of the attachment pieces 31, 31 of the adjacent units 30, 30.
32, 32 are formed, and the flanges 32, 32 are connected to each other by bolts 6, or as shown in FIG. 7, bolts are directly attached to the ring stiffener 7 projecting on the outer circumference of the steel pipe 13 for reinforcement of the flanges. By being joined by 6, the pillar member 1 is detachably provided on the pillar member 1.
【００２１】柱部材１がプレキャストコンクリート製の
場合、取付片31の柱部材１に接触する面には柱部材１の
保護のために図５に示すように必要により硬質ゴム８が
貼着される。架台３は接合部へのコンクリート打設時の
下型枠を兼ね、着脱自在に柱部材１に突設されることに
より接合部の施工後に取り外され、転用される。When the pillar member 1 is made of precast concrete, a hard rubber 8 is adhered to the surface of the mounting piece 31 that contacts the pillar member 1 as shown in FIG. 5 to protect the pillar member 1. . The gantry 3 also serves as a lower formwork when pouring concrete into the joint, and is detachably provided on the pillar member 1 to be removed after the construction of the joint and diverted.
【００２２】接合部の施工は架台３が接続した柱部材１
をスラブ上の所定位置に立設した後、図１に示すように
隣接する柱部材１，１間に梁部材２を吊り込んで架台３
に支持させ、下端主筋21と上端主筋22をカプラー５によ
り連結鉄筋４に接続し、図４に示すように架台３上に接
合部の梁型枠９を組み立て、接合部にコンクリートを打
設する、という要領で行われる。The construction of the joint is performed by the pillar member 1 to which the pedestal 3 is connected.
After standing up at a predetermined position on the slab, the beam member 2 is suspended between the adjacent column members 1 and 1 as shown in FIG.
The lower end main bar 21 and the upper end main bar 22 are connected to the connecting rebar 4 by the coupler 5, and the beam form 9 of the joint is assembled on the pedestal 3 as shown in FIG. 4, and concrete is poured into the joint. It is performed as follows.
【００２３】下端主筋21と上端主筋22の接続後、梁部材
２の端部から突出する下端主筋21と上端主筋22回りには
スターラップが配筋され、梁型枠９の組み立てと並行し
て梁部材２上ではスラブ型枠の組み立てとスラブ筋の配
筋が行われ、接合部とスラブのコンクリートが打設され
る。柱部材１が鋼管コンクリート造の場合は鋼管13の内
部には必要な柱の耐力に応じて強度の異なるコンクリー
ト14が別途打設される。After the lower end main bar 21 and the upper end main bar 22 are connected, a stirrup is arranged around the lower end main bar 21 and the upper end main bar 22 protruding from the end of the beam member 2 in parallel with the assembly of the beam form 9. On the beam member 2, the slab formwork is assembled and the slab reinforcement is arranged, and the joint and the concrete of the slab are placed. When the column member 1 is made of steel pipe concrete, concrete 14 having different strength depending on the required proof strength of the column is separately placed inside the steel pipe 13.
【００２４】図１〜図４は柱部材１がプレキャストコン
クリート製の場合の、図７，図８は鋼管コンクリート造
の場合の実施例を示す。1 to 4 show an embodiment in which the pillar member 1 is made of precast concrete, and FIGS. 7 and 8 show an embodiment in the case of steel pipe concrete construction.
【００２５】請求項２の発明は接合部を梁が貫通する形
の柱・梁の接合部を施工する方法である。A second aspect of the present invention is a method of constructing a column-beam joint portion in which a beam penetrates the joint portion.
【００２６】柱部材１自身の構成は請求項１の柱部材１
と同じであるが、請求項２では梁部材２がその中央部で
柱部材１上に載ることから、架台３は図５に示すように
柱部材１の外周の天端面位置から着脱自在に張り出す。
図５は柱部材１がプレキャストコンクリート製の場合の
例を示している。The structure of the pillar member 1 itself is the pillar member 1 of claim 1.
However, since the beam member 2 is mounted on the pillar member 1 at its central portion in claim 2, the pedestal 3 is detachably attached from the top end surface position on the outer periphery of the pillar member 1 as shown in FIG. put out.
FIG. 5 shows an example in which the pillar member 1 is made of precast concrete.
【００２７】上下に隣接する柱部材１，１の上側の柱部
材１は下側の柱部材１と共に接合部を貫通する梁部材２
を挟み込むように設置され、接合部へのコンクリートの
打設によって接続される。The upper column member 1 of the vertically adjacent column members 1, 1 and the lower column member 1 and the beam member 2 penetrating the joint portion.
It is installed so as to sandwich and is connected by pouring concrete into the joint.
【００２８】梁部材２は下端主筋21と上端主筋22の端部
が梁部材２両端のコンクリートの端面から突出し、下端
主筋21と上端主筋22の中間部がコンクリートから露出し
た形で製作される。The beam member 2 is manufactured in such a manner that the end portions of the lower end main bar 21 and the upper end main bar 22 project from the end faces of the concrete at both ends of the beam member 2, and the intermediate part between the lower end main bar 21 and the upper end main bar 22 is exposed from the concrete.
【００２９】梁部材２は図５に示すように下端主筋21と
上端主筋22が露出している中央部において柱部材１の天
端面と架台３上に載置され、下端主筋21と上端主筋22は
架台３上への梁部材２の設置によってそのまま接合部を
貫通して配筋される。図６は梁部材２が貫通する場合の
梁部材２とその吊り込みの様子を示している。As shown in FIG. 5, the beam member 2 is placed on the top end surface of the pillar member 1 and the pedestal 3 at the central portion where the lower end main bar 21 and the upper end main bar 22 are exposed. When the beam member 2 is placed on the pedestal 3, the bar is pierced through the joint as it is. FIG. 6 shows the beam member 2 and its suspended state when the beam member 2 penetrates.
【００３０】梁部材２を柱部材１に支持させた後は、請
求項１と同じく架台３上に接合部の梁型枠９を組み立
て、コンクリートを打設することにより接合部が完成す
る。After supporting the beam member 2 on the column member 1, the beam form frame 9 of the joint portion is assembled on the pedestal 3 and the joint portion is completed by pouring concrete, as in the first aspect.
【００３１】[0031]
【発明の効果】請求項１，請求項２共、柱部材の外周に
架台を着脱自在に突設し、この架台に梁部材を仮支持さ
せた状態で接合部の施工を遂行するため、クレーンによ
る支持が不要になり、クレーンを用いることによる不安
定化とそれに伴う危険が回避される。加えてクレーンが
梁部材の載置後に切り離されることで、その稼働率が上
昇するため施工の進捗が図られる。According to the first and second aspects of the present invention, the mount is detachably provided on the outer periphery of the pillar member, and the beam member is temporarily supported on the mount to carry out the construction of the joint portion. The need for support by the crane is eliminated and the instability and associated dangers of using a crane are avoided. In addition, since the crane is separated after the beam members are placed, the operating rate of the crane is increased, so that the progress of construction can be achieved.
【００３２】また請求項１では梁部材の下端主筋及び上
端主筋と、接合部を貫通する連結鉄筋との接続が下端主
筋と上端主筋に接続されているカプラーの回転のみで行
え、請求項２では梁部材の柱部材上への載置により下端
主筋と上端主筋がそのまま接合部に配筋されるため、接
合部における梁主筋の配筋作業性がよい。Further, in the first aspect, the connection between the lower end main bar and the upper end main bar of the beam member and the connecting reinforcing bar penetrating the joint can be performed only by rotating the coupler connected to the lower end main bar and the upper end main bar. By placing the beam member on the column member, the lower end main bar and the upper end main bar are laid in the joint as they are, so that the beam main bar in the joint has good workability.
【図１】請求項１の梁部材の柱部材間へ架設状態を示し
た立面図である。FIG. 1 is an elevation view showing a state in which a beam member according to claim 1 is installed between column members.
【図２】図１の接合部の拡大図である。FIG. 2 is an enlarged view of a joint portion in FIG.
【図３】梁部材の下端主筋と上端主筋を連結鉄筋に接続
したときの様子を示した立面図である。FIG. 3 is an elevational view showing a state where a lower end main bar and an upper end main bar of a beam member are connected to a connecting reinforcing bar.
【図４】図３の平面図である。FIG. 4 is a plan view of FIG. 3;
【図５】請求項２の梁部材の柱部材上への載置状態を示
した立面図である。FIG. 5 is an elevational view showing a mounting state of the beam member of claim 2 on a column member.
【図６】図５に示す梁部材の吊り込みの様子を示した立
面図である。FIG. 6 is an elevational view showing how the beam member shown in FIG. 5 is suspended.
【図７】柱部材が鋼管コンクリート造の場合の請求項１
の他の実施例を示した立面図である。[Fig. 7] Claim 1 in the case where the pillar member is made of steel pipe concrete
It is an elevation view showing other examples of.
【図８】図７の平面図である。FIG. 8 is a plan view of FIG. 7;
１……柱部材、11……主筋、12……フープ、13……鋼
管、14……コンクリート、２……梁部材、21……下端主
筋、22……上端主筋、３……架台、30……ユニット、31
……取付片、32……フランジ、４……連結鉄筋、５……
カプラー、６……ボルト、７……リングスチフナ、８…
…硬質ゴム、９……梁型枠。1 ... Column member, 11 ... Main bar, 12 ... Hoop, 13 ... Steel tube, 14 ... Concrete, 2 ... Beam member, 21 ... Lower end bar, 22 ... Upper bar, 3 ... Stand, 30 ...... Unit, 31
...... Mounting piece, 32 ...... Flange, 4 ...... Connecting rebar, 5 ......
Coupler, 6 ... Bolt, 7 ... Ring stiffener, 8 ...
… Hard rubber, 9… Beam formwork.
Claims (2)
鋼管コンクリート造の柱部材とプレキャストコンクリー
ト製の梁部材からなる接合部の施工方法であり、梁部材
の下端主筋と上端主筋との接続位置に連結鉄筋が埋設さ
れ、その端部が外部に突出すると共に、外周の、梁部材
の下端面位置から梁部材を仮支持する架台が着脱自在に
張り出した柱部材を立設し、下端主筋と上端主筋が埋設
され、それぞれの端部がコンクリートの端面から突出
し、それぞれの突出部分にカプラーが接続されている梁
部材を隣接する柱部材の架台上に載置して梁部材を柱部
材に支持させた後、カプラーを回転させて梁部材の下端
主筋と上端主筋を柱部材の連結鉄筋に接続し、架台上に
接合部の梁型枠を組み立て、接合部にコンクリートを打
設して接合部を構成する柱・梁接合部の施工方法。1. A method of constructing a joint comprising a beam member made of precast concrete or a steel pipe concrete column member and a precast concrete beam member, wherein a connecting reinforcing bar is embedded at a connection position between a lower end main bar and an upper end main bar of the beam member. The end of the pillar projects outward, and the pedestal for temporarily detaching the beam member temporarily supports the beam member from the position of the lower end surface of the beam member on the outer circumference. , Each end projecting from the end face of concrete, and the beam member in which the coupler is connected to each projecting part is placed on the frame of the adjacent column member to support the beam member on the column member, and then the coupler. Rotate to connect the lower and upper main bars of the beam member to the connecting rebar of the column member, assemble the beam formwork of the joint on the pedestal, and place concrete on the joint to form the joint. How to construct a column / beam joint.
鋼管コンクリート造の柱部材とプレキャストコンクリー
ト製の梁部材からなる接合部の施工方法であり、外周の
天端面位置から梁部材を仮支持する架台が着脱自在に張
り出した柱部材を立設し、下端主筋と上端主筋が埋設さ
れ、それぞれの端部がコンクリートの端面から突出し、
それぞれの中間部がコンクリートから露出している梁部
材をその中央部において柱部材の天端面と架台上に載置
して梁部材を柱部材に支持させた後、架台上に接合部の
梁型枠を組み立て、接合部にコンクリートを打設して接
合部を構成する柱・梁接合部の施工方法。2. A method of constructing a joint comprising a beam member made of precast concrete or a steel pipe concrete structure and a beam member made of precast concrete, in which a pedestal for temporarily supporting the beam member from the position of the top end surface of the outer periphery is detachable. The projecting pillar member is erected, the bottom main bar and the top main bar are buried, and each end projects from the end surface of concrete,
After placing the beam member whose middle part is exposed from the concrete on the top end face of the column member and the pedestal at the central part and supporting the beam member on the column member, the beam type of the joint on the pedestal A method of constructing a column / beam joint in which a frame is assembled and concrete is placed in the joint to form the joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4330631A JP2677144B2 (en) | 1992-12-10 | 1992-12-10 | Construction method for column-beam joints |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4330631A JP2677144B2 (en) | 1992-12-10 | 1992-12-10 | Construction method for column-beam joints |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06173339A JPH06173339A (en) | 1994-06-21 |
| JP2677144B2 true JP2677144B2 (en) | 1997-11-17 |
Family
ID=18234832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4330631A Expired - Lifetime JP2677144B2 (en) | 1992-12-10 | 1992-12-10 | Construction method for column-beam joints |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2677144B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764509A (en) * | 2020-06-17 | 2020-10-13 | 江苏华源建筑设计研究院股份有限公司 | Reinforced concrete connecting joint with steel pipe core for prefabricated beam column and connecting method |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3546393B2 (en) * | 1994-11-08 | 2004-07-28 | 東急建設株式会社 | Column and beam joining structure and joining method |
| JP2006169837A (en) * | 2004-12-16 | 2006-06-29 | Taisei Corp | Column-beam joint structure of reinforced concrete construction |
| JP4842093B2 (en) * | 2006-10-31 | 2011-12-21 | 株式会社奥村組 | Flat plate construction method |
| JP5714378B2 (en) * | 2011-03-29 | 2015-05-07 | 株式会社竹中工務店 | Connection structure of reinforced concrete beams |
| CN103088915B (en) * | 2012-08-16 | 2016-06-29 | 杨众 | A kind of cast-in-place post with cap and construction method |
| JP6206836B2 (en) * | 2013-04-24 | 2017-10-04 | 株式会社竹中工務店 | Joint member and beam connection method |
| CZ305454B6 (en) * | 2013-06-17 | 2015-09-23 | ÄŚeskĂ© vysokĂ© uÄŤenĂ technickĂ© v Praze, Fakulta stavebnĂ, Katedra konstrukcĂ pozemnĂch staveb | Building structure connecting module |
| CN104631705A (en) * | 2015-02-12 | 2015-05-20 | 广西壮族自治区冶金建设公司 | Integral type beam-column node area column hoop and constructing method thereof |
| CN104895196A (en) * | 2015-05-27 | 2015-09-09 | 常州市规划设计院 | Hidden steel corbel type beam column hinged node and construction method thereof |
| MY187292A (en) * | 2015-07-17 | 2021-09-19 | Sumitomo Mitsui Construction Co Ltd | Frame structure and method of constructing frame structure |
| PT3327214T (en) | 2015-07-17 | 2020-06-08 | Sumitomo Mitsui Construction Co Ltd | Framework structure and construction method for same |
| JP6978895B2 (en) * | 2017-10-27 | 2021-12-08 | 三井住友建設株式会社 | Column-beam joint structure and its construction method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63289141A (en) * | 1987-05-19 | 1988-11-25 | 株式会社フジタ | Construction method for bonding pc pillar and beam |
-
1992
- 1992-12-10 JP JP4330631A patent/JP2677144B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764509A (en) * | 2020-06-17 | 2020-10-13 | 江苏华源建筑设计研究院股份有限公司 | Reinforced concrete connecting joint with steel pipe core for prefabricated beam column and connecting method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06173339A (en) | 1994-06-21 |
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