JPH05230872A - Precast concrete column member and construction thereof of column - Google Patents
Precast concrete column member and construction thereof of columnInfo
- Publication number
- JPH05230872A JPH05230872A JP3322392A JP3322392A JPH05230872A JP H05230872 A JPH05230872 A JP H05230872A JP 3322392 A JP3322392 A JP 3322392A JP 3322392 A JP3322392 A JP 3322392A JP H05230872 A JPH05230872 A JP H05230872A
- Authority
- JP
- Japan
- Prior art keywords
- column
- concrete
- main
- precast concrete
- reinforcement
- 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.)
- Granted
Links
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明はコンクリート柱の施工
に用いるプレキャストコンクリート柱材および柱の施工
法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast concrete column material used for constructing a concrete column and a method for constructing the column.
【０００２】[0002]
【従来の技術】従来、コンクリート柱の施工に用いるハ
ーフメイドの表層部と中空部からなるプレキャストコン
クリート柱材としては、図９に示す、かぶりコンクリー
トタイプと図１０に示すフープ筋打込みタイプと図１１
に示すフープ筋および主筋打込みタイプとがあった。か
ぶりコンクリートタイプは、フープ筋１、主筋２がいず
れも表層部３のコンクリート内にはなく、中空部４内に
位置する。このためかぶりコンクリートタイプは配筋さ
れていない無効部分の断面積が大きくなるため柱径が通
常より大きくなる。フープ打込みタイプは主筋が内側の
中空部４に追込まれ、断面性能が落ちるため、これも柱
径が通常より大きくなる。フープ筋および主筋打込みタ
イプは主筋が中空部４内で継がれるため内側に追込ま
れ、断面性能が落ちるので、柱径が通常よりも大きくな
る。またコンクリート打設時にコンクリートの側圧がか
かるため、板の厚さを厚くし、コンクリートの強度を上
げなければならない。2. Description of the Related Art Conventionally, as a precast concrete column material composed of a half-made surface layer portion and a hollow portion used for construction of a concrete column, a cover concrete type shown in FIG. 9 and a hoop reinforcement driving type shown in FIG.
There was a hoop muscle and a main muscle driving type shown in. In the cover concrete type, neither the hoop reinforcement 1 nor the main reinforcement 2 is located inside the hollow portion 4 but inside the concrete of the surface layer portion 3. For this reason, the cover concrete type has a larger column diameter than usual because the cross-sectional area of the ineffective portion that is not reinforced is large. In the hoop driven type, the main bar is pushed into the inner hollow portion 4 and the cross-sectional performance is deteriorated, so that the column diameter is also larger than usual. In the hoop reinforcement and the main reinforcement driving type, since the main reinforcement is connected inside the hollow portion 4, it is pushed inward and the cross-sectional performance deteriorates, so that the column diameter becomes larger than usual. Moreover, since the lateral pressure of concrete is applied when pouring concrete, it is necessary to increase the thickness of the plate and increase the strength of concrete.
【０００３】[0003]
【発明が解決しようとする課題】この発明は上記問題点
に着目しなされたものである。その目的はプレキャスト
柱材の全断面を有効に機能せしめ、柱径に比べ大きな耐
力を付与することができ、コンクリート柱の施工に際し
ては鉄筋、型枠の組立作業の省力化、揚重機の小型化を
図ることができ、かつ遠心成形法により能率よく製造で
きて、高品質、高強度を確保できるプレキャストコンク
リート柱材および、この柱材を用いた柱の施工法を提案
するにある。The present invention has been made in view of the above problems. The purpose is to make the entire cross section of the precast column material function effectively, and to give greater strength than the column diameter.When constructing concrete columns, the labor of assembling rebar and formwork is reduced, and the lifting machine is downsized. The purpose of this invention is to propose a precast concrete column material that can be manufactured with high efficiency and can be manufactured efficiently by the centrifugal molding method, and can secure high quality and high strength, and a method of constructing a column using this column material.
【０００４】[0004]
【課題を解決するための手段】請求項(1) のプレキャス
トコンクリート柱材は、表層部と中空部とからなるプレ
キャストコンクリート柱材において、中空部は断面円形
をなし、表層部内にフープ筋および主筋を配筋し、柱頭
上面から主筋を突出させ、柱脚部の表層部コンクリート
を切欠して主筋の重ね継手用空間を設けてあることを特
徴とする。[Means for Solving the Problems] The precast concrete pillar material according to claim (1) is a precast concrete pillar material comprising a surface layer portion and a hollow portion, wherein the hollow portion has a circular cross section, and the hoop reinforcement and the main reinforcement are formed in the surface layer portion. Is arranged so that the main reinforcement protrudes from the upper surface of the stigma, and the surface layer concrete of the column base is cut out to provide a space for the lap joint of the main reinforcement.
【０００５】請求項(2) のプレキャストコンクリート柱
材は表層部と中空部とからなるプレキャストコンクリー
ト柱材において、中空部は断面円形をなし、表層部内に
フープ筋および主筋を配筋し、柱頭上面から主筋を突出
させ、柱脚の表層部下面に主筋下端に固着したスリーブ
継手が開口していることを特徴とする。The precast concrete column material according to claim (2) is a precast concrete column material comprising a surface layer portion and a hollow portion, wherein the hollow portion has a circular cross section, and the hoop reinforcement and the main reinforcement are arranged in the surface layer portion, and It is characterized in that a main joint is protruded from and a sleeve joint fixed to a lower end of the main reinforcement is opened on a lower surface of a column base.
【０００６】請求項(3),(4) の柱の施工法は、請求項
(1) あるいは(2) の柱材を用い、中空部に主筋・フープ
筋または鉄骨を配し、コンクリートを打設することを特
徴とする。The method of constructing the pillars of claims (3) and (4) is
It is characterized by using the pillar material of (1) or (2), placing the main bar / hoop bar or steel frame in the hollow part, and placing concrete.
【０００７】[0007]
【作用】(1),(2) 項のプレキャストコンクリート柱材
は、表層部のコンクリート内にフープ筋および主筋が
配筋してあり、断面すべてを有効に機能せしめることが
でき、従来のかぶりコンクリートタイプあるいはフープ
筋打込みタイプに比べ断面性能が優れたコンクリート柱
を構築できる。柱の鉄筋組立、型枠組立の作業を省略
でき、上下柱材間の主筋を重ね継手、あるいはスリーブ
ジョイントで連結でき、コンクリートを打設するのみで
施工できる。断面円形の中空部を有するこの柱材は遠
心成形法により、高品質のものを高い生産性をもって製
造できる。軽量（例えば、１０００mm口、８５０mm
φ、ｌ＝3,000mm としてＷ＝3.０ton 程度）であり、揚
重機を小形にできる。中空部内に、梁筋を配筋し梁を
固定したり、組立鉄筋や鉄骨を配筋し補強ができる。
コンクリート打設時のコンクリート側圧に対しても有利
な形状である。また, 項の柱の施工法は、補強鉄筋
あるいは鉄骨で補強された高強度のコンクリート柱を能
率よく施工することができる。[Operation] The precast concrete column materials of (1) and (2) have the hoop reinforcement and the main reinforcement arranged in the concrete of the surface layer, and can effectively function the entire cross section. It is possible to construct concrete columns with better cross-sectional performance than the type or hoop reinforcement type. It is possible to omit the work of assembling the reinforcing bars and the formwork of the pillars, connecting the main bars between the upper and lower pillars with lap joints or sleeve joints, and just by placing concrete. This column material having a hollow portion with a circular cross section can be manufactured with high quality and high productivity by the centrifugal molding method. Light weight (eg 1000mm mouth, 850mm
With φ and l = 3,000 mm, W = 3.0 tons), and the lifting machine can be made compact. In the hollow part, beam reinforcement can be reinforced and the beam can be fixed, or assembled rebar and steel can be reinforced by reinforcement.
It has an advantageous shape against the lateral pressure of concrete during concrete pouring. In addition, the method of constructing columns described in Section 2 can efficiently construct high-strength concrete columns reinforced with reinforcing bars or steel frames.
【０００８】[0008]
【実施例】図１、図２は(1) 項の発明になるプレキャス
トコンクリート柱材５−１を示す。この柱材５−１は正
方形断面をなし、表層部３と断面円形の中空部４からな
り、外縁に沿い螺旋状に連続するフープ筋１および各隅
部に配した３本の主筋２はいずれも表層部３内に配筋さ
れ、主筋２は柱頭の上面から上方に突出させてある。1 and 2 show a precast concrete pillar material 5-1 according to the invention of item (1). The column member 5-1 has a square cross section, is composed of a surface layer portion 3 and a hollow portion 4 having a circular cross section, and a hoop muscle 1 continuous in a spiral shape along the outer edge and three main muscles 2 arranged at each corner are Is also arranged in the surface layer 3, and the main bar 2 is projected upward from the upper surface of the stigma.
【０００９】柱頭表層部３の各側面中央部分には方形に
切欠いて、図２(a) に示す梁接合空間６が設けてある。
また、柱脚表層部３の各隅部内側面には断面略五角形に
切欠いて、図２(C) に示す主筋の継手用空間７が設けて
あり、主筋２の下端部はこの空間７内に張出している。A beam joining space 6 shown in FIG. 2 (a) is provided in the central portion of each side surface of the stigma surface layer 3 by cutting out in a square shape.
Further, the inner surface of each corner of the column base 3 is notched in a substantially pentagonal cross section, and a space 7 for connecting the main bars shown in FIG. 2 (C) is provided, and the lower end of the main bars 2 is in this space 7. It is overhanging.
【００１０】次にこの柱材５−１を用いたコンクリート
柱、梁および床の施工の実施例をあげ説明する。Next, an example of construction of concrete columns, beams and floors using the column member 5-1 will be described.
【００１１】図３(a) は、コンクリート柱を構築すべき
コンクリートの床スラブ８を示し、下階部から主筋2'が
突出している。(b) 図において、柱材５−１の柱脚部分
を主筋2'の位置に揃えセットする。主筋2'は図４(a),
(b) に示すごとく、柱材５−１の継手用空間７内で主筋
２に添い配列させ重ね継手を構成させる。FIG. 3 (a) shows a concrete floor slab 8 on which a concrete column is to be constructed, and a main reinforcement 2'projects from the lower floor. (b) In the figure, the column base portion of the column member 5-1 is aligned and set at the position of the main bar 2 '. The main muscle 2'is shown in Fig. 4 (a),
As shown in (b), the column members 5-1 are arranged in the joint space 7 along the main bars 2 to form a lap joint.
【００１２】次に図３(c) において、型枠兼用のプレキ
ャスト梁部材９の端部を柱材５−１の梁接合空間６に載
置してセットし（ラーメンプレファブ工法）、(d) にお
いて、梁の主筋１０を柱材５−１の中空部４を横切り配
筋した後、(e) において、型枠兼用のプレキャストスラ
ブ材１１をセットし、スラブ材上に上端筋１２を配筋
し、(f) において、柱材５−１中空部４、梁部材９、お
よびスラブ材１１上にコンクリート１３を打設し、コン
クリート柱、梁および床スラブを施工する。Next, in FIG. 3 (c), the end portion of the precast beam member 9 which also serves as a mold is placed and set in the beam joining space 6 of the column member 5-1 (ramen prefab method), (d). In (e), after the main bar 10 of the beam is laid across the hollow part 4 of the pillar material 5-1, the precast slab material 11 that also serves as the formwork is set in (e), and the upper end bar 12 is laid on the slab material. Then, in (f), concrete 13 is placed on the hollow part 5-1 of the column member 5-1, the beam member 9, and the slab member 11, and the concrete column, the beam, and the floor slab are constructed.
【００１３】このコンクリート柱の施工において、柱材
５−１に配筋してあるフープ筋１、主筋２のみでは耐力
が不足する場合は、(3) 項,(4)の発明になる柱の施工法
に従い図５（a),(b)のごとく中空部４内に主筋2 ' およ
びフープ筋1'からなる補強鉄筋１４あるいは鉄骨１５を
入れる補強鉄筋１４は重ね継手あるいはガス圧接等の継
手タイプで接合し配筋する。In the construction of this concrete pillar, when the strength is insufficient only with the hoop reinforcement 1 and the main reinforcement 2 arranged in the pillar material 5-1, the pillar of the invention of the items (3) and (4) According to the construction method, as shown in Figs. 5 (a) and 5 (b), the reinforcing bar 14 consisting of the main bar 2'and the hoop bar 1'or the steel frame 15 is inserted into the hollow part 4 The reinforcing bar 14 is a lap joint or a gas pressure welding joint type. Join and arrange.
【００１４】重ね継手の場合は図３(b) の工程の後に、
図６(a) のごとく、上方から中空部４に吊込み配置す
る。上下に位置する補強鉄筋１４間は、場所打ちコンク
リート杭の杭筋（重ね継手）の要領で配筋できる。ガス
圧接等による継手タイプの場合は図３(a) の工程の後に
図（ｅ）のごとく、床スラブ８から突出した下階部の補
強鉄筋１４’先端と補強鉄筋１４を継いで補強鉄筋１４
の上部を束ねてから図３（ｂ）のごとくプレキャストコ
ンクリート柱材をセットする。鉄骨１５の場合は図６
(b),(c) のごとく柱材５−１のセット前に、２〜３節の
鉄骨１５を建込み、その外側に上方から柱材５−１を吊
込みセットする。図６(d) のように鉄骨梁１６を接合す
るには、例えばパドル工法により固定する。In the case of a lap joint, after the step of FIG. 3 (b),
As shown in FIG. 6 (a), the hollow portion 4 is suspended from above and arranged. Between the reinforcing reinforcing bars 14 located on the upper and lower sides, the reinforcing bars 14 can be arranged in the manner of pile reinforcing bars (lap joints) of cast-in-place concrete piles. In the case of the joint type by gas pressure welding etc., as shown in FIG. 3 (e) after the process of FIG. 3 (a), the reinforcement bar 14 ′ of the lower floor part protruding from the floor slab 8 is joined to the reinforcement bar 14 and the reinforcement bar 14 is joined.
After bundling the upper part of, the precast concrete pillars are set as shown in Fig. 3 (b). Figure 6 for steel frame 15
Before setting the column member 5-1 as shown in (b) and (c), the steel frame 15 of 2 to 3 sections is built, and the column member 5-1 is hung from above and set on the outside thereof. To join the steel beam 16 as shown in FIG. 6 (d), it is fixed by, for example, the paddle construction method.
【００１５】図７、図８に(2) 項の発明になるプレキャ
ストコンクリート柱材の実施例を示す。この柱材５−２
は図１、図２に示す柱材５−１と比べ、柱脚部分に継手
用空間７がなく、これに代り、主筋２の下端にスリーブ
継手１７を固着し、そのスリーブ継手１７の開口端を柱
脚表層部下面に開口せしめてある。7 and 8 show an embodiment of the precast concrete pillar material according to the invention of the item (2). This pillar material 5-2
Compared to the column member 5-1 shown in FIGS. 1 and 2, the column base portion does not have the joint space 7, and instead, the sleeve joint 17 is fixed to the lower end of the main bar 2 and the opening end of the sleeve joint 17 is fixed. Is opened on the lower surface of the column base.
【００１６】この柱材５−２を用いてコンクリート柱、
梁および床を施工するには、前記図３に示した施工の実
施例と略同様に施工できるが、主筋の継手が僅かに異な
る。Concrete pillars using this pillar material 5-2,
Beams and floors can be constructed in substantially the same manner as the construction example shown in FIG. 3, but the joints of the main bars are slightly different.
【００１７】すなわち、図３(b) にならい柱材５−２を
床スラブ８から突出した主筋2'位置に揃いセットする際
に、主筋2'をスリーブ継手１７に挿通して配置する。そ
の後、図３と同様に梁部材９、梁主筋１０、スラブ材１
１、スラブ上端筋１２を配筋し、コンクリート１３を打
設した後、スリーブ継手１７内にグラウトを充填し、主
筋間を接合する。That is, when the profiled column members 5-2 shown in FIG. 3 (b) are aligned and set at the positions of the main reinforcement 2'protruding from the floor slab 8, the main reinforcement 2'is inserted through the sleeve joint 17. After that, the beam member 9, the beam main bar 10, and the slab material 1 as in FIG.
1. After arranging the slab upper end reinforcement 12 and placing concrete 13, the grout is filled in the sleeve joint 17 to join the main reinforcements.
【００１８】このプレキャストコンクリート柱材を製造
するには、遠心成形用の円筒形型枠内に断面正方形の中
子を取付け、その中にフープ筋および主筋を配置した
後、コンクリートを注入し、軸を中心に回転する遠心成
形法により製造できる。柱頭部の梁接合空間あるいは主
筋の重ね継手空間は型枠または発泡スチロール、等を用
い形成できる。In order to produce this precast concrete column material, a core having a square cross section is mounted in a cylindrical form for centrifugal molding, a hoop reinforcement and a main reinforcement are arranged in the core, and then concrete is poured into the core. It can be manufactured by a centrifugal molding method of rotating around. The beam joint space of the pillar or the lap joint space of the main bar can be formed by using a mold or styrofoam.
【００１９】なお上記実施例では螺旋状のフープ筋を用
いたが環状、不連続のフープ筋であってもよい。Although the spiral hoop muscle is used in the above embodiment, it may be an annular or discontinuous hoop muscle.
【００２０】[0020]
【発明の効果】この発明は次の効果を奏する。The present invention has the following effects.
【００２１】このプレキャストコンクリート柱材は フープ筋および主筋が表層部コンクリート内に配筋
してあるので、全断面を有効に利用し、柱径に比べ大き
な耐力をもったコンクリート柱を構築できる。In this precast concrete column material, the hoop reinforcement and the main reinforcement are arranged in the surface layer concrete, so that the entire cross section can be effectively utilized and a concrete column having a large proof stress compared with the column diameter can be constructed.
【００２２】 コンクリート柱の施工に際しては、主
筋間を重ね継手、あるいはスリーブ継手とグラウトの組
合せで接合でき、鉄筋、型枠の組立を省力化できるので
施工性が優れている。When constructing a concrete column, the main bars can be joined by a lap joint or a combination of a sleeve joint and a grout, and the work of assembling the reinforcing bar and the formwork can be saved, so the workability is excellent.
【００２３】 この柱材は遠心成形法により、高品質
と高生産性を保ち製造できる。This column material can be manufactured by the centrifugal molding method while maintaining high quality and high productivity.
【００２４】また、実施例の柱材のように、柱頭を切欠
いて梁接合空間を設けると、梁および床スラブの施工性
が向上し一層好適である。Further, as in the case of the pillar material of the embodiment, it is more preferable to cut out the pillar head to provide the beam joint space because the workability of the beam and the floor slab is improved.
【００２５】 コンクリート打設時のコンクリート側
圧に対して耐力が大きく、ひび割れ、崩壊の恐れがな
い。It has a large proof stress against the concrete lateral pressure at the time of pouring the concrete, and there is no fear of cracking or collapse.
【００２６】 このプレキャストコンクリート柱材を
用いた柱の施工法によると、補強鉄筋または鉄骨を追加
し補強した一層耐力の大きなコンクリート柱を能率よく
施工できる。According to the method of constructing a column using this precast concrete column material, it is possible to efficiently construct a concrete column having a larger yield strength, which is reinforced by adding reinforcing reinforcing bars or steel frames.
【図１】(1) 項の実施例のプレキャストコンクリート柱
材の一分断面（Ｄ−Ｄ）で示す正面図である。FIG. 1 is a front view showing a precast concrete pillar material of an embodiment of the item (1) in a section (DD) of a section.
【図２】(a),(b),(c) はそれぞれ図１の柱材のＡ−Ａ，
Ｂ−Ｂ，Ｃ−Ｃ断面図である。2 (a), (b), and (c) are AA and A of the pillar material of FIG. 1, respectively.
It is a BB, CC sectional drawing.
【図３】(a),(b),(c),(d),(e),(f) はそれぞれコンクリ
ート柱施工実施例を工程順に示す説明図である。3 (a), (b), (c), (d), (e), and (f) are explanatory views showing concrete column construction examples in the order of steps.
【図４】(a) は主筋を重ね継手で接合した実施例の柱材
の一部断面で示す正面図、(b)はＣ−Ｃ断面図である。FIG. 4 (a) is a front view showing a partial cross section of a column member of an embodiment in which main bars are joined by a lap joint, and FIG. 4 (b) is a sectional view taken along line CC.
【図５】(a) は中空部に補強鉄筋を、(b) は中空部に鉄
骨を配筋した柱材の横断面図である。FIG. 5 (a) is a cross-sectional view of a column member in which a reinforcing bar is reinforced in the hollow portion and a steel frame is reinforced in the hollow portion.
【図６】(a) は柱材中空部に組立鉄筋を配筋する状態、
(b) は柱材のセットに先だち鉄骨を建込んだ状態、(c)
は建込んだ鉄骨の外側に柱材をセットした状態、(d) は
配筋した鉄骨に鉄骨梁を接合した状態、(e) は補強鉄筋
を先組した状態を示す説明図である。[Fig. 6] (a) shows a state in which assembled rebars are laid in the hollow part of the pillar,
(b) shows a state in which a steel frame is installed in advance to the set of pillar materials, (c)
FIG. 3 is an explanatory view showing a state in which a column member is set on the outside of a built-in steel frame, (d) a state in which a steel beam is joined to a reinforced steel frame, and (e) is a state in which a reinforcing bar is preassembled.
【図７】(2) 項の実施例のプレキャストコンクリート柱
材の一部断面（Ｄ−Ｄ）で示す正面図である。FIG. 7 is a front view showing a partial cross section (DD) of the precast concrete column material of the embodiment of the item (2).
【図８】(a),(b),(c) はそれぞれ図７の柱材のＡ−Ａ，
Ｂ−Ｂ，Ｃ−Ｃ断面図である。8 (a), (b), and (c) are AA and A of the pillar material of FIG. 7, respectively.
It is a BB, CC sectional drawing.
【図９】従来のかぶりコンクリートタイプのプレキャス
トコンクリート柱材の横断面図である。FIG. 9 is a cross-sectional view of a conventional cover concrete type precast concrete column material.
【図１０】従来のフープ筋打込みタイプのプレキャスト
コンクリート柱材の横断面図である。FIG. 10 is a cross-sectional view of a conventional hoop reinforcement driving type precast concrete column material.
【図１１】従来のフープ筋および主筋打込みタイプのプ
レキャストコンクリート柱材の横断面図である。FIG. 11 is a cross-sectional view of a conventional hoop reinforcement and main reinforcement driving type precast concrete column material.
１…フープ筋、２…主筋、３…表層部、４…中空部、５
…プレキャストコンクリート柱材、６…梁接合空間、７
…主筋の継手用空間、８…床スラブ、９…プレキャスト
梁部材、１０…梁の主筋、１１…プレキャストスラブ
材、１２…スラブの上端筋、１３…コンクリート、１４
…補強鉄筋、１５…鉄骨、１６…鉄骨梁、１７…スリー
ブ継手。1 ... Hoop muscle, 2 ... Main muscle, 3 ... Surface layer portion, 4 ... Hollow portion, 5
… Precast concrete pillars, 6… Beam joint space, 7
... space for joint of main bar, 8 ... floor slab, 9 ... precast beam member, 10 ... main bar of beam, 11 ... precast slab material, 12 ... upper end bar of slab, 13 ... concrete, 14
... Reinforcing bar, 15 ... Steel frame, 16 ... Steel beam, 17 ... Sleeve joint.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 荻原 行正 東京都港区元赤坂一丁目２番７号 鹿島建 設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yukimasa Ogihara 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd.
Claims (4)
コンクリート柱材において、中空部は断面円形をなし、
表層部内にフープ筋および主筋を配筋し、柱頭上面から
主筋を突出させ、柱脚の表層部コンクリートを切欠して
主筋の重ね継手用空間を設けてあることを特徴とするプ
レキャストコンクリート柱材。1. A precast concrete pillar material comprising a surface layer portion and a hollow portion, wherein the hollow portion has a circular cross section,
A precast concrete column material characterized in that a hoop reinforcement and a main reinforcement are arranged in the surface layer, the main reinforcement is projected from the upper surface of the stigma, and the surface layer concrete of the column base is cut out to provide a space for the lap joint of the main reinforcement.
コンクリート柱材において、中空部は断面円形をなし、
表層部内にフープ筋および主筋を配筋し、柱頭上面から
主筋を突出させ、柱脚の表層部下面に主筋の下端に固着
したスリーブ継手が開口していることを特徴とするプレ
キャストコンクリート柱材。2. A precast concrete pillar material comprising a surface layer portion and a hollow portion, wherein the hollow portion has a circular cross section,
A precast concrete column material characterized by arranging a hoop reinforcement and a main reinforcement in the surface layer, projecting the main reinforcement from the upper surface of the stigma, and opening a sleeve joint fixed to the lower end of the main reinforcement on the lower surface of the column base.
トコンクリート柱材を用いて、中空部に主筋およびフー
プ筋を配筋し、コンクリートを打設することを特徴とす
る柱の施工法。3. A method for constructing a column, which comprises using the precast concrete column material according to claim 1 or 2 to arrange a main bar and a hoop bar in a hollow portion and pour concrete.
トコンクリート柱材を用いて、中空部に鉄骨を配し、コ
ンクリートを打設することを特徴とする柱の施工法。4. A method of constructing a pillar, comprising using the precast concrete pillar material according to claim 1 or 2, arranging a steel frame in a hollow portion and placing concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4033223A JP2661452B2 (en) | 1992-02-20 | 1992-02-20 | Construction method of reinforced concrete columns and beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4033223A JP2661452B2 (en) | 1992-02-20 | 1992-02-20 | Construction method of reinforced concrete columns and beams |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05230872A true JPH05230872A (en) | 1993-09-07 |
| JP2661452B2 JP2661452B2 (en) | 1997-10-08 |
Family
ID=12380454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4033223A Expired - Lifetime JP2661452B2 (en) | 1992-02-20 | 1992-02-20 | Construction method of reinforced concrete columns and beams |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2661452B2 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2154986A1 (en) * | 1998-09-08 | 2001-04-16 | Sanchez Jaime Enrique Jimenez | Prefabricated reinforced concrete pillar for building. |
| ES2230964A1 (en) * | 2002-11-18 | 2005-05-01 | Jaime Enrique Jimenez Sanchez | Prefabrication of a reinforced concrete pillar includes roughening of the concrete taking reinforcement and an expanded polystyrene core, with a concrete setting retarder |
| CN108104372A (en) * | 2018-02-05 | 2018-06-01 | 天津城建大学 | For the precast combined constructional column and construction method of masonry structure |
| CN108952009A (en) * | 2018-09-07 | 2018-12-07 | 三筑工科技有限公司 | Prefabricated superposed column, reinforced column and assembled architecture body |
| CN114542126A (en) * | 2022-03-23 | 2022-05-27 | 中铁第一勘察设计院集团有限公司 | Middle-buried water stop fixing device and mounting method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4944723A (en) * | 1972-08-31 | 1974-04-27 | ||
| JPH02225737A (en) * | 1989-02-27 | 1990-09-07 | Taisei Corp | Method for connecting precast concrete column |
| JPH02232438A (en) * | 1989-03-07 | 1990-09-14 | Sumitomo Constr Co Ltd | Precast reinforced-concrete pole and execution method of precast steel reinforced concrete pole |
-
1992
- 1992-02-20 JP JP4033223A patent/JP2661452B2/en not_active Expired - Lifetime
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4944723A (en) * | 1972-08-31 | 1974-04-27 | ||
| JPH02225737A (en) * | 1989-02-27 | 1990-09-07 | Taisei Corp | Method for connecting precast concrete column |
| JPH02232438A (en) * | 1989-03-07 | 1990-09-14 | Sumitomo Constr Co Ltd | Precast reinforced-concrete pole and execution method of precast steel reinforced concrete pole |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2154986A1 (en) * | 1998-09-08 | 2001-04-16 | Sanchez Jaime Enrique Jimenez | Prefabricated reinforced concrete pillar for building. |
| ES2230964A1 (en) * | 2002-11-18 | 2005-05-01 | Jaime Enrique Jimenez Sanchez | Prefabrication of a reinforced concrete pillar includes roughening of the concrete taking reinforcement and an expanded polystyrene core, with a concrete setting retarder |
| CN108104372A (en) * | 2018-02-05 | 2018-06-01 | 天津城建大学 | For the precast combined constructional column and construction method of masonry structure |
| CN108952009A (en) * | 2018-09-07 | 2018-12-07 | 三筑工科技有限公司 | Prefabricated superposed column, reinforced column and assembled architecture body |
| CN114542126A (en) * | 2022-03-23 | 2022-05-27 | 中铁第一勘察设计院集团有限公司 | Middle-buried water stop fixing device and mounting method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2661452B2 (en) | 1997-10-08 |
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