JPH05179657A - Fixing for leg of steel column - Google Patents

Fixing for leg of steel column

Info

Publication number
JPH05179657A
JPH05179657A JP35871591A JP35871591A JPH05179657A JP H05179657 A JPH05179657 A JP H05179657A JP 35871591 A JP35871591 A JP 35871591A JP 35871591 A JP35871591 A JP 35871591A JP H05179657 A JPH05179657 A JP H05179657A
Authority
JP
Japan
Prior art keywords
cable
base
column
foundation
stopper
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
Application number
JP35871591A
Other languages
Japanese (ja)
Other versions
JP2958436B2 (en
Inventor
Yasunobu Okamura
保信 岡村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP35871591A priority Critical patent/JP2958436B2/en
Publication of JPH05179657A publication Critical patent/JPH05179657A/en
Application granted granted Critical
Publication of JP2958436B2 publication Critical patent/JP2958436B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To attain a fixing method for legs of steel columns with a small number of PC cables and good workability without the need of high accuracy at the installation position of a PC cable. CONSTITUTION:A PC cable 14 is passed through the opening 17 in the perpendicular direction of a foundation 18, a column leg 11 is made to stand on the foundation 18 where the anchor fitting 14a of the PC cable 14 is embedded in concrete, and the upper part 14c of the PC cable is passed through a through hole in the stopper 12d of its foundation bed 12 Tensile force is given to the PC cable 14 by pulling its upper end, and a holding piece 12e is pushed into the through hole in the stopper 12d. By engagement, of the holding piece 12e with the through hole in the stopper 12d, the upper part 14c of the PC cable is held firmly to fix the foundation bed 12 of the column leg 11 to the foundation 18. Since the FC cable is used, it is possible to attain a larger diameter easily, eliminate the increasing number of the PC cable even when the diameter of the column leg is large, and reduce manufacturing cost and so forth of the foundation and the column leg.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、鉄骨柱の柱脚の固定
法、特に、鉄骨柱の柱脚をプレストレス導入のPCケー
ブルを使って基礎に固定する柱脚の固定法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of fixing a column base of a steel column, and more particularly to a method of fixing a column base of a steel column to a foundation by using a PC cable for introducing prestress.

【0002】[0002]

【従来の技術】従来の鉄骨柱の柱脚1は、一般に、図6
および図7に示すように、その基盤2をアンカーボルト
4cを使って基礎3に固定している。すなわち、4角形
の底板2aの上面に放射状に複数のリブ片2bを配し、
各リブ片2bの下端を底板2aに溶接し、複数のリブ片
2bの上側に前記底板2aと平行に8角形の支持板2c
を配し、各リブ片2bの上端を支持板2cに溶接して基
盤2を形成する。基盤2の支持板2cの4角形の開口2
1に角形鋼管柱の下部1aを通し、その下端部1a1
底板2aに溶接し、かつ支持板2cの開口2c1の口縁
を角形鋼管柱1の周面1a2に溶接して、角形鉄骨柱の
柱脚1が形成されている。また、4角筒状の周枠4aの
下端部に4角形の底枠4bを固定し、前記底枠4bの4
隅部を含む複数の個所にそれぞれアンカーボルト4cの
下端を固定して、それぞれアンカーボルト4cの上端4
1を周枠4aの上端より突出させて、アンカーフレー
ム4を形成する。柱脚1の固定位置にアンカーフレーム
4を設置し、アンカーフレーム4の周りに型枠5を配
し、型枠5内にコンクリートを打設して、その上面5a
にアンカーボルト4cの上端3c1が突出しているコン
クリート基礎5を形成する。そして、この基礎5の上面
5aに柱脚1を立て、基盤2の底板2aおよび支持板2
cに穿ったボルト通し孔を基礎5の上面5aから突出し
たアンカーボルト4cの上端4c1に嵌め、その上端4
1に座金wを嵌め、ナットnをねじ込んで、柱脚1を
基礎5の上面5aに固定する。
2. Description of the Related Art A conventional column base 1 of a steel column is generally shown in FIG.
As shown in FIG. 7 and FIG. 7, the base 2 is fixed to the base 3 using anchor bolts 4c. That is, a plurality of rib pieces 2b are radially arranged on the upper surface of the quadrangular bottom plate 2a,
The lower end of each rib piece 2b is welded to the bottom plate 2a, and an octagonal support plate 2c is provided above the plurality of rib pieces 2b in parallel with the bottom plate 2a.
And the upper end of each rib piece 2b is welded to the support plate 2c to form the base 2. Square opening 2 of support plate 2c of base 2
c through the lower 1a of RHS Column 1, welded to the lower end portion 1a 1 to the bottom plate 2a, and by welding a rim of the opening 2c 1 of the support plate 2c on the peripheral surface 1a 2 of RHS Column 1, A column base 1 of a prismatic steel column is formed. Further, a quadrangular bottom frame 4b is fixed to the lower end portion of the quadrangular tubular peripheral frame 4a, and the quadrangular bottom frame 4b
The lower ends of the anchor bolts 4c are fixed to a plurality of locations including the corners, and the upper ends 4 of the anchor bolts 4c are respectively fixed.
The anchor frame 4 is formed by projecting c 1 from the upper end of the peripheral frame 4a. The anchor frame 4 is installed at a fixed position of the column base 1, the formwork 5 is arranged around the anchor frame 4, and concrete is placed in the formwork 5, and its upper surface 5a
A concrete foundation 5 is formed on which the upper end 3c 1 of the anchor bolt 4c is projected. Then, the column base 1 is erected on the upper surface 5a of the base 5, and the bottom plate 2a and the support plate 2 of the base 2 are placed.
The bolt through hole formed in c is fitted to the upper end 4c 1 of the anchor bolt 4c protruding from the upper surface 5a of the base 5, and the upper end 4c
A washer w is fitted to c 1 and a nut n is screwed in to fix the column base 1 to the upper surface 5 a of the foundation 5.

【0003】[0003]

【発明が解決しようとする課題】上記アンカーボルト4
cを使った柱脚1の固定法は、その上端4c1を柱脚1
の基盤2の底板2aおよび支持板2cに穿ったボルト通
し孔に通し、ナットnを使って固定するため、アンカー
ボルト4cの配設位置に高い精度が要求される。そのた
め、アンカーボルト4cの正確な位置を確保するため
に、高価なアンカーフレーム4を使わなければならない
欠点がある。また、アンカーボルト4cとして、PC鋼
棒製のものを使うから、市売のアンカーボルト4cの最
大径は32mmである。そのため、柱脚1の寸法が大き
い場合はアンカーボルト4cの本数を多くする必要があ
る。アンカーボルトの数が多くなると、基盤2、アンカ
ーフレーム4等の製作費が増大するから、柱脚1の固定
経費が増大する原因となる。この発明の解決しようとす
る課題は、従来のアンカーボルトを使う固定法が具有す
る欠点をもたない鉄骨柱の柱脚の固定法を提供するこ
と、換言すると、PCケーブルの設置位置に高い精度が
要求させず、PCケーブルの本数が少なくてすむ施工性
のよい鉄骨柱の柱脚の固定法を提供することにある。
The anchor bolt 4 described above is to be solved.
To fix the column base 1 using c, the upper end 4c 1 is fixed to the column base 1.
Since it is passed through the bolt through holes formed in the bottom plate 2a and the support plate 2c of the base 2 and fixed by using the nut n, high accuracy is required in the position where the anchor bolt 4c is arranged. Therefore, there is a drawback that an expensive anchor frame 4 must be used in order to secure the accurate position of the anchor bolt 4c. Further, since the anchor bolt 4c is made of PC steel rod, the maximum diameter of the commercially available anchor bolt 4c is 32 mm. Therefore, when the size of the column base 1 is large, it is necessary to increase the number of anchor bolts 4c. When the number of anchor bolts increases, the cost of manufacturing the base 2, the anchor frame 4, etc. increases, which causes an increase in the cost of fixing the column base 1. The problem to be solved by the present invention is to provide a method of fixing a column base of a steel column that does not have the drawbacks of the conventional fixing method using anchor bolts, in other words, high accuracy in the installation position of the PC cable. It is an object of the present invention to provide a method of fixing a column base of a steel frame column that does not require such a requirement and has a good workability that requires a small number of PC cables.

【0004】[0004]

【課題を解決するための手段】この発明は、前記課題を
解決するために、次の構成を採用するものである。この
発明の構成は、基礎に形成した複数の鉛直方向の開口内
にPCケーブルが通され、このPCケーブルの下部に固
定したアンカー金具が前記開口よりも下方のコンクリー
ト中に埋め込まれ、前記PCケーブルの上部がその基盤
設置面より上方に突出させてある基礎の上に、鉄骨柱の
柱脚を立て、柱脚の基盤の複数の止め具の貫通孔にそれ
ぞれPCケーブルの上部を通し、それらの上部を止め具
の上面から突出させ、PCケーブルにその上部を引っ張
って引張力を付与し、適宜の固定手段にて、PCケーブ
ルの上部を止め具に固定し、PCケーブルの引張力の付
与状態を維持させ、柱脚の基盤を基礎に固定することを
特徴とする鉄骨柱の柱脚の固定法にある。前記の適宜の
固定手段としては、たとえば、止め具の貫通孔に通した
PCケーブルの上部の周りに掴持片(くさび)を配し、
この掴持片を止め具の貫通孔内に押し込んで、PCケー
ブルの上部を強固に掴持する固定手段を使う。
The present invention adopts the following construction in order to solve the above-mentioned problems. According to the configuration of the present invention, the PC cable is passed through the plurality of vertical openings formed in the foundation, and the anchor metal fitting fixed to the lower portion of the PC cable is embedded in the concrete below the opening, The base of the steel column is erected on the foundation with the upper part of the base projecting above the base installation surface, and the tops of the PC cables are passed through the through holes of the multiple fasteners of the base of the base, respectively. The upper portion is projected from the upper surface of the stopper, the upper portion of the PC cable is pulled to give a tensile force, and the upper portion of the PC cable is fixed to the stopper by an appropriate fixing means to give the PC cable a tensile force. The method of fixing the column base of the steel column is characterized by maintaining the base of the column base and fixing it to the foundation. As the appropriate fixing means, for example, a gripping piece (wedge) is arranged around the upper portion of the PC cable passed through the through hole of the stopper.
The fixing means is used to press the gripping piece into the through hole of the stopper to firmly grip the upper portion of the PC cable.

【0005】好ましい実施形態においては、前記PCケ
ーブルとして、PC撚り線を所定長さに切断し、そのP
C撚り線の下端にアンカー金具を固定したものを使い、
後述する鞘体の下端よりも上方に位置するPCケーブル
の部分に、アンボンド処理を施す。アンボンド処理は、
PC撚り線の表面にアスファルト、樹脂等を付着させ、
PC撚り線とコンクリート、グラウト、モルタル等との
結合(付着)を妨げる処理である。そして、鉄骨柱の柱
脚を立て、柱脚の基盤の止め具の貫通孔にPCケーブル
の上部を通して、柱脚の基盤の下面と基礎の上面との間
の隙間、基礎の鉛直方向の開口の内周面とPCケーブル
の外周面との間の隙間等にグラウト、モルタル等を充填
し、この充填したグラウト、モルタル等が硬化してか
ら、PCケーブルへの引張力の導入を行い得るようにす
る。好ましい実施形態においては、柱脚の設置位置の柱
脚の基盤の隅部に対応する位置に、その下端にアンカー
金具を固定したPCケーブルを鉛直方向に配し、PCケ
ーブルの周囲を型枠等で囲み、かつPCケーブルの上方
の部分の周囲に鞘体を配置し、型枠内および型枠と鞘体
との間にコンクリートを打設してコンクリート基礎を形
成し、鞘体の下部よりも下方のPCケーブルの部分を基
礎のコンクリート中に埋め込んで固定し、鞘体の下部よ
りも上方のPCケーブルの部分を自由に曲げ得る状態に
し、鞘体の上部に平らな柱脚の基盤の設置面を形成し、
PCケーブルの上部を前記設置面より上方に突出させ
る。鉄骨柱の柱脚しては、たとえば、鉄骨柱の下端に基
盤を固定し、鉄骨柱の角部に対応する基盤の部分に止め
具を固定してものを使う。止め具としては、PCケーブ
ルの上部を通す鉛直方向の貫通孔を形成したものを使
い、好ましい実施形態においては、PCケーブルの上部
の周りに配する複数個割りの掴持片(くさび)を止め具
の円錐形の貫通孔に押し込むことにより、PCケーブル
の上部を強固に掴持し得るようにする。
In a preferred embodiment, as the PC cable, a PC stranded wire is cut into a predetermined length, and the P
Use the one with anchor metal fittings fixed to the lower end of the C stranded wire,
An unbonding process is applied to the portion of the PC cable located above the lower end of the sheath body described below. The unbond process is
Attach asphalt, resin, etc. to the surface of the PC stranded wire,
This is a treatment that prevents the PC strands from binding (adhering) with concrete, grout, mortar, etc. Then, erect the column base of the steel column, pass the upper part of the PC cable through the through hole of the stopper of the column base, and make a gap between the lower surface of the base of the column base and the upper surface of the foundation, and the vertical opening of the foundation. The gap between the inner peripheral surface and the outer peripheral surface of the PC cable is filled with grout, mortar, etc., and after the filled grout, mortar, etc. are hardened, the tensile force can be introduced into the PC cable. To do. In a preferred embodiment, a PC cable having an anchor metal fitting fixed to the lower end thereof is vertically arranged at a position corresponding to the corner of the base of the column base at the installation position of the column base, and the periphery of the PC cable is surrounded by a formwork or the like. And the sheath body is placed around the upper part of the PC cable, and concrete is placed in the formwork and between the formwork and the sheath body to form a concrete foundation. The lower PC cable part is embedded and fixed in the concrete of the foundation, the upper part of the PC cable above the lower part of the sheath can be freely bent, and the base of the flat column base is installed on the upper part of the sheath. Forming a face,
The upper portion of the PC cable is projected above the installation surface. As the column base of the steel column, for example, a base is fixed to the lower end of the steel column, and a stopper is fixed to a part of the base corresponding to a corner of the steel column. As the stopper, a vertical through hole for passing the upper portion of the PC cable is used, and in a preferred embodiment, a plurality of gripping pieces (wedges) arranged around the upper portion of the PC cable are stopped. The upper part of the PC cable can be firmly gripped by pushing it into the conical through hole of the tool.

【0006】[0006]

【作 用】この発明の固定法は、基礎の上に柱脚を立
て、その下部をコンクリート中に埋め埋め込み、その上
方の部分を鉛直方向の開口内に通したPCケーブルの上
部を、柱脚の基盤の止め具の貫通孔に通し、それらの上
部を止め具の上面から突出させ、PCケーブルにその上
部を引っ張って引張力を付与し、適宜の固定手段にて、
PCケーブルの上部を止め具に固定し、PCケーブルの
引張力の付与状態を保持させ、柱脚の基盤を基礎に固定
するから、PCケーブルの下部のコンクリート中に埋め
込まれた部分と柱脚の基盤の止め具の貫通孔とが正しく
一致せず、精度上の誤差があっても、PCケーブルの上
方の部分が鉛直方向の開口内に通され、自由に曲げ得る
状態になっているから、PCケーブルの上部を基盤の止
め具の貫通孔に簡単に通すことができる。
[Operation] The fixing method of the present invention is that the column base is erected on the foundation, the lower part is embedded in concrete, and the upper part of the PC cable is passed through the vertical opening, Through the through holes of the stoppers of the base plate, projecting their upper parts from the upper surface of the stoppers, pulling the upper parts of the PC cables to give a tensile force, and by an appropriate fixing means,
Since the upper part of the PC cable is fixed to the stopper, the tension applied state of the PC cable is maintained, and the base of the column base is fixed to the foundation, the part of the lower part of the PC cable embedded in concrete and the column base are Even if the through hole of the board stopper does not match correctly and there is an error in accuracy, the upper part of the PC cable is passed through the vertical opening and can be bent freely, The upper part of the PC cable can be easily passed through the through hole of the stopper of the board.

【0007】[0007]

【実施例】実施例1の角鋼管柱の柱脚11の基盤12
は、図1ないし図3に示すように、4角形の底板12a
の上面に放射状に9個のリブ片12bを配し、各リブ片
12bの下端を底板12aに溶接し、各リブ片12bの
上側に前記底板12aと平行に4角形の支持板12cに
配し、各リブ片12bの上端を支持板12cに溶接して
形成する。底板12aの4つの隅部にはPCケーブル1
4を通す貫通孔12a1が形成され、また、支持板12
cの4つの隅部の前記貫通孔12a1に対応する位置
に、それぞれ開口12c1が形成されている。これらの
開口12c1にはそれぞれ止め具12dが嵌められ、溶
接等により固定されている。各止め具12dには円錐形
の貫通孔12d1が形成されてあり、この貫通孔12d1
にはこの孔12d1に通したPCケーブル14を掴持す
る4つ割の掴持片(くさび片)12eが嵌合される。掴
持片12eは中央に貫通孔のある円錐台形体を4つ割り
にした形状になっていて、4つ割りの掴持片12eでP
Cケーブル14を囲み、PCケーブル14に引張力を付
与した状態で、各掴持片12eを止め具12dの円錐形
の貫通孔12d1に押し込むことにより、PCケーブル
14を掴持できるようにしてある。そして、基盤12の
支持板12cの4角形の開口12c2に角鋼管柱の下部
11aが通され、その下端面11a1が基盤12の底板
12aに溶接され、かつ支持板12bの4角形の開口1
2b1の口縁が角鋼管柱の周面11a2に溶接により固着
され、角鉄骨柱の柱脚11が形成されている。柱脚11
の固定に使うPCケーブル14は、PC撚り線を所定長
さに切断し、そのPC撚り線4aの下端にアンカー金具
14bを固定し、後記鞘体17の下端よりも上方に位置
するPCケーブルの部分にアンボンド処理を施して造
る。
[Embodiment] The base 12 of the column base 11 of the square steel pipe column of the first embodiment.
Is a square bottom plate 12a as shown in FIGS.
9 rib pieces 12b are radially arranged on the upper surface of each of the ribs, the lower end of each rib piece 12b is welded to the bottom plate 12a, and each rib piece 12b is arranged on a rectangular support plate 12c on the upper side of the rib piece 12b in parallel with the bottom plate 12a. The upper ends of the rib pieces 12b are welded to the support plate 12c. The PC cable 1 is provided at the four corners of the bottom plate 12a.
4 is formed with a through hole 12a 1 , and the support plate 12
Openings 12c 1 are formed at the four corners of c at positions corresponding to the through holes 12a 1 . Each of these in the opening 12c 1 fitted is stop 12d, and is fixed by welding or the like. Each stop 12d Yes through hole 12d 1 conical is formed, the through holes 12d 1
A 40% gripping piece (wedge piece) 12e for gripping the PC cable 14 that has passed through the hole 12d 1 is fitted therein. The gripping piece 12e has a shape in which a frustoconical body having a through hole in the center is divided into four parts.
By enclosing the C cable 14 and pushing each gripping piece 12e into the conical through hole 12d 1 of the stopper 12d in a state where a tensile force is applied to the PC cable 14, the PC cable 14 can be gripped. is there. The lower 11a of quadrangular corner steel column to the opening 12c 2 of the support plate 12c of the base 12 is passed, its lower end surface 11a 1 are welded to the bottom plate 12a of the base 12, and square openings of the support plate 12b 1
The edge of 2b 1 is fixed to the peripheral surface 11a 2 of the square steel pipe column by welding to form the column base 11 of the square steel column. Pedestal 11
As for the PC cable 14 used for fixing, the PC stranded wire is cut into a predetermined length, the anchor metal fitting 14b is fixed to the lower end of the PC stranded wire 4a, and the PC cable located above the lower end of the sheath body 17 described later. It is made by unbonding the part.

【0008】柱脚11の設置位置の捨てコンクリート等
の上の基盤12の底板12aの止め具12dの位置に略
対応する位置に、PCケーブル14を鉛直方向に配置
し、PCケーブル14を囲んで型枠15を配し、型枠1
5の上部に金属製の天板16を取り付ける。この天板1
6には、前記底板12aの貫通孔12a1に対応する位
置に、大径の開口16aが形成してあり、この開口16
aの下側に鞘体17を配置する。そして、前記開口16
aおよび鞘体17にPCケーブル14を通し、かつPC
ケーブル14を鉛直方向に張った状態にして、天板16
の下部の型枠15内にコンクリートを打設して、基礎1
8を形成する。鞘体17の下部よりも下方のPCケーブ
ル14の部分は基礎のコンクリート中に埋め込んで固定
されてあり、鞘体17の下部よりも上方のPCケーブル
14の部分は鞘体17内で自由に曲げ得る状態にしてあ
る。基礎18の天板16の上に、適宜の間隔保持部材を
介して、柱脚11を立て、基盤12の底板12aの貫通
孔12a1および支持板12cの止め具12dの円錐形
の貫通孔12d1にPCケーブル14の上部14cを通
し、その上端14cを止め具12dの上面から突出させ
る。PCケーブル14の上部14cの周りに配した4つ
割りの掴持片12eを止め具12dの円錐形の貫通孔1
2d1に嵌合させる。そして、柱脚の基盤12の底板1
2aの下面と基礎18の天板16の上面との間の隙間、
鞘体の内周面とPCケーブルの外周面との間の隙間等に
グラウト、モルタル等を充填する。
The PC cable 14 is vertically arranged at a position substantially corresponding to the position of the stopper 12d of the bottom plate 12a of the base 12 on the discarded concrete or the like at the installation position of the column base 11, and the PC cable 14 is surrounded. Form 15 and form 1
A top plate 16 made of metal is attached to the upper part of 5. This top plate 1
6, a large-diameter opening 16a is formed at a position corresponding to the through hole 12a 1 of the bottom plate 12a.
The sheath body 17 is arranged on the lower side of a. And the opening 16
a through the PC cable 14 and the PC
With the cable 14 stretched in the vertical direction, the top plate 16
Concrete is placed in the formwork 15 at the bottom of the
8 is formed. The portion of the PC cable 14 below the lower portion of the sheath body 17 is embedded and fixed in the concrete of the foundation, and the portion of the PC cable 14 above the lower portion of the sheath body 17 is freely bent in the sheath body 17. I'm ready to get On the top plate 16 of the foundation 18, via an appropriate spacing member, making a pedestal 11, through the bottom plate 12a of the base 12 holes 12a 1 and the through hole 12d of the conical stopper 12d of the support plate 12c 1 through top 14c of the PC cable 14, to protrude the upper end 14c of the upper surface of the stopper 12d. The gripping piece 12e divided into four around the upper portion 14c of the PC cable 14 is provided with the conical through hole 1 of the stopper 12d.
Fit to 2d 1 . And the bottom plate 1 of the column base 12
A gap between the lower surface of 2a and the upper surface of the top plate 16 of the foundation 18,
Grout, mortar, or the like is filled in a gap or the like between the inner peripheral surface of the sheath body and the outer peripheral surface of the PC cable.

【0009】前記隙間に充填したグラウト、モルタル等
を硬化させた状態において、PCケーブル14の上端部
14c1をジャッキの掴み具で掴んで引っ張り、PCケ
ーブル14に引張力を付与する。PCケーブル14に引
張力を付与した状態において、4つ割りの掴持片12e
を止め具12dの円錐形の貫通孔12d1内に押し込
み、4つ割りの掴持片12eと止め具12dとの嵌合に
よりPCケーブル14の上部14cを強固に掴持する。
そして、PCケーブル14の引張力の付与状態(すなわ
ち、プレストレス状態)を固定する。PCケーブル14
の下部のコンクリート中に埋め込まれた部分と柱脚11
の基盤12の貫通孔12a1等の部分とが正確に一致せ
ず、精度上の誤差があっても、PCケーブル14の上方
の部分14cが天板16の大きな開口16aおよび鞘体
17内に通され、鞘体17の下部よりも上方のPCケー
ブル14の部分が自由に曲げ得る状態になっているか
ら、PCケーブル14の上部14cを基盤12の貫通孔
12a1および止め具12dの貫通孔12d1に容易に通
すことができる。また、貫通孔12a1および貫通孔1
2d1に通したPCケーブル14の上部14cは4つ割
りの掴持片12eと止め具12dの貫通孔12d1との
嵌合により掴持するから、前記の精度上の誤差は全く問
題にならない。
In a state where the grout, mortar, etc. filled in the gap are hardened, the upper end portion 14c 1 of the PC cable 14 is gripped and pulled by the gripping tool of the jack, and a tensile force is applied to the PC cable 14. In the state in which the tensile force is applied to the PC cable 14, the gripping piece 12e is divided into four pieces.
Is pushed into the conical through hole 12d 1 of the stopper 12d, and the upper portion 14c of the PC cable 14 is firmly gripped by fitting the four-piece gripping piece 12e and the stopper 12d.
Then, the tension applied state of the PC cable 14 (that is, the prestressed state) is fixed. PC cable 14
Section and column base embedded in concrete underneath
Even if the through holes 12a 1 and the like of the base 12 do not exactly coincide with each other and there is an error in accuracy, the upper portion 14c of the PC cable 14 is placed in the large opening 16a of the top plate 16 and the sheath body 17. Since the portion of the PC cable 14 above the lower portion of the sheath body 17 is freely bendable, the upper portion 14c of the PC cable 14 is inserted into the through hole 12a 1 of the base 12 and the through hole of the stopper 12d. It can be easily threaded through 12d 1 . Also, the through hole 12a 1 and the through hole 1
Since the top 14c of the PC cable 14 through the 2d 1 is gripped by the fitting between the through holes 12d 1 of the four split gripping piece 12e and stop 12d, an error on the accuracy will not be at all a problem ..

【0010】実施例2の角鋼管柱の柱脚21の基盤22
は、図4および図5に示すように、4角形の鋼板で構成
され、基盤22の4つの隅部にそれぞれ貫通孔22aが
形成され、これらの貫通孔22aにそれぞれ止め具22
bの下端の突起が嵌められ、各止め具22bが溶接等に
より基板22に固定されている。各止め具22bには円
錐形の貫通孔22b1が形成されてあり、この貫通孔2
2b1にはこの孔22b1に通したPCケーブルの上部1
4cを掴持する4つ割の掴持片22cが嵌合されてい
る。掴持片22cは中央に貫通孔のある円錐台形体を4
つ割りにした形状になっていて、4つ割りの掴持片22
cでPCケーブルの上部14cを囲み、PCケーブル1
4に引張力を付与した状態で、各掴持片22cを止め具
22bの円錐形の貫通孔22b1に押し込むことによ
り、PCケーブル14の上部14cを掴持できるように
なっている。そして、基盤22の中央部に角鋼管柱の下
部21aの下端面が当てられ、その下端部が基盤22に
溶接され、かつ基盤22の上面の角鋼管柱の下部21a
の周囲に放射状に9個のリブ片22dが配され、各リブ
片22dの下端が基盤22に溶接され、リブ片22dの
鉛直な辺縁が角鋼管柱の下部21aの周面21bに溶接
により固着され、角鋼管柱の柱脚21が形成されてい
る。角鋼管柱の柱脚21の前記基礎18への固定の仕方
は実施例1と同じであるからその説明を省略する。
The base 22 of the column base 21 of the square steel pipe column of the second embodiment
As shown in FIGS. 4 and 5, the base plate 22 is formed of a square steel plate, and through holes 22a are formed in the four corners of the base 22, and the stoppers 22 are formed in the through holes 22a.
The protrusion at the lower end of b is fitted and each stopper 22b is fixed to the substrate 22 by welding or the like. Each stop 22b Yes through hole 22b 1 conical is formed, the through-holes 2
2b the first upper one PC cable through the hole 22b 1
A 40% gripping piece 22c for gripping 4c is fitted. The gripping piece 22c is a truncated cone with a through hole in the center.
It has a split shape, and the gripping piece 22 is divided into four pieces.
Surround the upper part 14c of the PC cable with c
In a state where the tensile force was applied to 4, by pushing the through hole 22b 1 conical stopper 22b each gripping pieces 22c, so that the can grip the top 14c of the PC cable 14. Then, the lower end surface of the lower portion 21a of the square steel pipe column is applied to the center portion of the base 22, the lower end portion is welded to the base 22, and the lower portion 21a of the square steel pipe column on the upper surface of the base 22.
Nine rib pieces 22d are radially arranged around the circumference of each of the ribs, the lower ends of the rib pieces 22d are welded to the base 22, and the vertical edges of the rib pieces 22d are welded to the peripheral surface 21b of the lower portion 21a of the square steel pipe column by welding. The column bases 21 of the square steel pipe columns are fixedly formed. The method of fixing the column base 21 of the square steel tube column to the foundation 18 is the same as that in the first embodiment, and the description thereof will be omitted.

【0011】[0011]

【発明の効果】この発明は、特許請求の範囲の欄に記載
した構成を備えることにより次の(イ)ないし(チ)の
効果を奏する。 (イ)請求項1および2記載のようにすると、PCケー
ブルの下部のコンクリート中に埋め込まれた部分の位置
と柱脚の基盤の止め具の位置とが正確に一致せず、精度
上の誤差があっても、PCケーブルの上方の部分が基礎
の鉛直方向の開口内に通してあり、自由に曲げ得る状態
になっているから、PCケーブルの上部を基盤の止め具
の貫通孔に簡単に通すことができる。 (ロ)請求項3記載のようにすると、PCケーブルへの
引張力の導入作業が容易になり、柱脚の基盤と基礎との
固定に弛みが生じる恐れがなく、この部分のPCケーブ
ルが腐食することもない。 (ハ)請求項4記載のようにすると、PCケーブルの下
部に固定したアンカー金具が基礎のコンクリート中に埋
め込まれ、PCケーブルの上方の部分が基礎の鉛直方向
の開口内に通され、PCケーブルの上部が基礎の柱脚設
置面から突出しているコンクリート基礎を容易に形成す
ることができる。 (ニ)請求項5記載のようにすると、鉄骨柱の角部に対
応する基盤の位置に、鉛直方向に貫通孔を穿った止め具
を固定するだけで柱脚が形成でき、基盤に対する止め具
の貫通孔の位置はボルト通し孔のような高い精度が要求
されないから、鉄骨柱の柱脚を安価に提供できる。 (ト)この発明の固定法によると、PCケーブルを使う
ため、直径の大きいものが市売されているPC撚り線を
使って容易に製作でき、柱脚の寸法が大きい場合でもP
Cケーブルの本数を多くする必要がなく、PCケーブル
の本数の増加をおさえることができる。したがって、基
礎、柱脚の基盤等の製作費が軽減でき、柱脚の固定のた
めの経費を軽減することができる。 (チ)この発明の固定法は、高価なアンカーフレームを
使わないから、コンクリート基礎の鉄筋の配筋後に下端
にアンカー金具を固定したPCケーブルを配置すること
ができ、施工性が向上する。 また、この発明の固定法は、PCケーブルの設置位置に
高い精度が要求されず、PCケーブルの本数も最小数に
おさえることができるから、施工性の向上を図ることが
できる。
The present invention has the following effects (a) to (h) by having the structure described in the section of the claims. (A) According to the first and second aspects, the position of the portion of the PC cable embedded in the concrete under the concrete and the position of the stopper of the base of the pedestal do not exactly match, and there is an error in accuracy. Even though there is, the upper part of the PC cable is inserted into the vertical opening of the foundation and is ready to be bent, so that the upper portion of the PC cable can be easily inserted into the through hole of the stopper of the base. Can be threaded. (B) According to the third aspect, the work of introducing the tensile force into the PC cable is facilitated, there is no fear that the fixing between the base of the column base and the foundation will be loosened, and the PC cable in this portion is corroded. There is nothing to do. (C) According to claim 4, the anchor metal fitting fixed to the lower portion of the PC cable is embedded in the concrete of the foundation, and the upper portion of the PC cable is passed through the vertical opening of the foundation, so that the PC cable is It is possible to easily form a concrete foundation in which the upper part of the base projects from the installation surface of the column base. (D) According to the fifth aspect, the column base can be formed only by fixing the stopper having the through hole in the vertical direction at the position of the base corresponding to the corner of the steel frame column. Since the position of the through-hole is not required to have high accuracy like the bolt through-hole, the column base of the steel frame column can be provided at low cost. (G) According to the fixing method of the present invention, since a PC cable is used, a large diameter one can be easily manufactured by using a commercially available PC twisted wire, and even if the column base has a large dimension, P
It is not necessary to increase the number of C cables, and the increase in the number of PC cables can be suppressed. Therefore, the manufacturing cost of the foundation, the base of the column base, and the like can be reduced, and the cost for fixing the column base can be reduced. (H) According to the fixing method of the present invention, since an expensive anchor frame is not used, the PC cable having the anchor metal fitting fixed to the lower end can be arranged after the reinforcing bar of the concrete foundation is arranged, and the workability is improved. In addition, the fixing method of the present invention does not require high accuracy in the installation position of the PC cables and can minimize the number of PC cables, so that workability can be improved.

【図面の簡単な説明】[Brief description of drawings]

【図1】実施例1の柱脚の固定状態等を示す正面図FIG. 1 is a front view showing a fixed state and the like of a column base of Example 1.

【図2】図1に示す柱脚の基盤等の平面図FIG. 2 is a plan view of the base of the column base shown in FIG.

【図3】図1に示すPCケーブルの上部の掴持手段の正
面図
FIG. 3 is a front view of a gripping means on an upper portion of the PC cable shown in FIG.

【図4】実施例2の柱脚の基盤等の平面図FIG. 4 is a plan view of the base of the column base of the second embodiment.

【図5】図4に示すPCケーブルの上部の掴持手段の正
面図
5 is a front view of the gripping means on the upper portion of the PC cable shown in FIG.

【図6】従来のアンカーボルトを使った固定法により固
定した柱脚等を示す正面図
FIG. 6 is a front view showing a column base or the like fixed by a conventional fixing method using anchor bolts.

【図7】図6に示す柱脚の基盤等の平面図FIG. 7 is a plan view of the base of the column base shown in FIG.

【符号の説明】[Explanation of symbols]

11 柱脚 12 基盤 12a 底板 12b リブ片 12c 支持板 12d 止め具 12d1 貫通孔 12e 掴持片 14 PCケーブル 14b アンカー金具 14c PCケーブルの上部 15 型枠 16 天板 16a 開口 17 鞘体 18 コンクリート基礎 19 グラウト、モルタル等 21 柱脚 22 基盤 22b 止め具 22b1 貫通孔 22c 掴持片 22d リブ片11 Column Base 12 Base 12a Bottom Plate 12b Rib Piece 12c Support Plate 12d Stopper 12d 1 Through Hole 12e Gripping Piece 14 PC Cable 14b Anchor Metal Fitting 14c PC Cable Upper 15 Form 16 Top Plate 16a Open 17 Sheath 18 Concrete Foundation 19 Grout, mortar, etc. 21 Column base 22 Base 22b Stopper 22b 1 Through hole 22c Grasping piece 22d Rib piece

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】基礎に形成した複数の鉛直方向の開口内に
PCケーブルが通され、このPCケーブルの下部に固定
したアンカー金具が前記開口よりも下方のコンクリート
中に埋め込まれ、前記PCケーブルの上部がその基盤設
置面より上方に突出させてある基礎の上に、鉄骨柱の柱
脚を立て、柱脚の基盤の複数の止め具の貫通孔にそれぞ
れPCケーブルの上部を通し、それらの上部を止め具の
上面から突出させ、PCケーブルにその上部を引っ張っ
て引張力を付与し、適宜の固定手段にて、PCケーブル
の上部を止め具に固定し、PCケーブルの引張力の付与
状態を維持させ、柱脚の基盤を基礎に固定することを特
徴とする鉄骨柱の柱脚の固定法。
1. A PC cable is passed through a plurality of vertical openings formed in a foundation, and anchor metal fittings fixed to the lower portion of the PC cable are embedded in concrete below the openings to form the PC cable. The column base of the steel column is erected on the foundation whose upper part is projected above the base installation surface, and the upper parts of the PC cables are passed through the through holes of the plurality of fasteners of the base of the column base, respectively The upper part of the PC cable by pulling the upper part of the PC cable to pull the upper part of the PC cable and applying a tensile force to the PC cable with an appropriate fixing means. A method for fixing the column base of a steel column, which is characterized by maintaining and fixing the base of the column base to the foundation.
【請求項2】コンクリート基礎の複数の鉛直方向の開口
内にPCケーブルが通され、このPCケーブルの下部に
固定したアンカー金具が前記開口よりも下方のコンクリ
ート中に埋め込まれ、前記PCケーブルの上部がその基
盤設置面より上方に突出している基礎の上に鉄骨柱の柱
脚を立て、柱脚の基盤の複数の止め具の貫通孔にそれぞ
れPCケーブルの上部を通し、それらの上部を止め具の
上面から突出させ、PCケーブルの上部の周りに配した
掴持片を前記止め具の貫通孔に嵌合させ、PCケーブル
にその上部を引っ張って引張力を付与し、掴持片を止め
具の貫通孔内に押し込み、掴持片と止め具との嵌合によ
りPCケーブルの上部を強固に掴持し、PCケーブルの
引張力の付与状態を固定することを特徴とする鉄骨柱の
柱脚の固定法。
2. A PC cable is passed through a plurality of vertical openings of a concrete foundation, and anchor metal fittings fixed to the lower portion of the PC cable are embedded in concrete below the opening, and the upper portion of the PC cable. Stand up the base of the steel column on the foundation protruding above the base installation surface, pass the tops of the PC cables through the through holes of the plurality of stoppers of the base of the base, and attach the tops of them. The gripping piece projecting from the upper surface of the PC cable and arranged around the upper part of the PC cable is fitted into the through hole of the stopper, and the PC cable is pulled at the upper part to give a tensile force to the gripping piece. The column base of the steel frame column is characterized in that the upper part of the PC cable is firmly gripped by being pushed into the through hole of the PC and the gripping piece and the stopper are fitted to fix the applied state of the tensile force of the PC cable. Fixing method.
【請求項3】PCケーブルとして、基礎の鉛直方向の開
口の下端よりも上方に位置する部分にアンボンド処理を
施したものを使い、柱脚の基盤の下面と基礎の上面と間
の隙間、基礎の鉛直方向の開口の内周面とPCケーブル
の外周面との間の隙間等にグラウト、モルタル等を充填
し、この充填したグラウト、モルタル等を硬化させてか
ら、PCケーブルへの引張力の導入を行うことを特徴と
する請求項1または2記載の鉄骨柱の柱脚の固定法。
3. A PC cable having unbonded portions located above the lower end of the vertical opening of the foundation is used, and the gap between the lower surface of the column base and the upper surface of the foundation, the foundation The gap between the inner peripheral surface of the vertical opening of the PC cable and the outer peripheral surface of the PC cable is filled with grout, mortar, etc., and the filled grout, mortar, etc. is cured, and then the tensile force to the PC cable is increased. The method of fixing a column base of a steel column according to claim 1 or 2, wherein the method is performed.
【請求項4】柱脚の設置位置の柱脚の基盤の隅部に対応
する位置に、その下端にアンカー金具を固定したPCケ
ーブルを鉛直方向に配し、PCケーブルの周囲を型枠等
で囲み、かつPCケーブルの上側の部分の周囲に鞘体を
配置し、型枠内及び型枠と鞘体との間にコンクリートを
打設して基礎を形成し、鞘体の下部よりも下方のPCケ
ーブルを基礎のコンクリート中に埋め込んで固定し、鞘
体の下部よりも上方のPCケーブルを自由に曲げ得る状
態にし、鞘体の上部に平らな柱脚の基盤の設置面を形成
し、PCケーブルの上部を前記設置面より上方に突出さ
せることを特徴とする柱脚固定用基礎の形成方法。
4. A PC cable having an anchor metal fitting fixed to the lower end thereof is arranged vertically at a position corresponding to a corner of the base of the column base at the installation position of the column base, and the periphery of the PC cable is surrounded by a formwork or the like. A sheath is placed around the upper part of the PC cable, and the foundation is formed by placing concrete in the form and between the form and the sheath to form a foundation. The PC cable is embedded and fixed in the concrete of the foundation, the PC cable above the lower part of the sheath is freely bendable, and the installation surface of the base of the flat column base is formed on the upper part of the sheath. A method of forming a column base fixing base, characterized in that the upper part of the cable is projected above the installation surface.
【請求項5】鉄骨柱の下端に基盤が固定され、柱の角部
に対応する基盤の部分に止め具が固定され、該止め具に
PCケーブルの上部を通す鉛直方向の貫通孔が形成さ
れ、PCケーブルの上部の周りに配する掴持片を止め具
の貫通孔に押し込むことにより、PCケーブルの上部を
強固に掴持し得るようになっていることを特徴とする鉄
骨柱の柱脚。
5. A base is fixed to the lower end of the steel column, and a stopper is fixed to a portion of the base corresponding to the corner of the column, and a vertical through hole for passing the upper portion of the PC cable is formed in the stopper. The column base of the steel column is characterized in that the upper part of the PC cable can be firmly gripped by pushing the gripping piece arranged around the upper part of the PC cable into the through hole of the stopper. ..
【請求項6】柱脚の設置位置の柱脚の基盤の複数の止め
具に略対応する位置に、その下端にアンカー金具を固定
しその上方の部分にアンボンド処理を施したPCケーブ
ルを鉛直方向に配し、PCケーブルを囲んで型枠を配
し、型枠の上部に金属製の天板を取り付け、基盤の止め
具に対応する天板の位置に穿たれた開口の下側に鞘体を
配置し、前記の鉛直方向に配したPCケーブルを前記開
口および鞘体内に通し、天板の下方の型枠内にコンクリ
ートを打設してコンクリート造の基礎を形成し、鞘体の
下部よりも下方のPCケーブルの部分をコンクリート中
に埋め込み、鞘体の下部よりも上方のPCケーブルの部
分を自由に曲げ得る状態にし、前記基礎の天板の上に、
適宜の間隔保持部材を介して、鉄骨柱の柱脚を立て、そ
の基盤の止め具の貫通孔にPCケーブルの上部を通し、
その上端を止め具の上面から突出させ、PCケーブルの
上部の周りに複数個割りの掴持片を配し、基盤の底面と
基礎の天板との間の隙間、鞘体の内周面とPCケーブル
の外周面との間の隙間等にグラウト、モルタル等を充填
して、この充填したグラウト、モルタル等を硬化させて
から、PCケーブルにその上部を引っ張って引張力を付
与し、複数個割りの掴持片を止め具の円錐形の貫通孔内
に押し込み、掴持片と止め具との嵌合によりPCケーブ
ルの上部を強固に掴持して、PCケーブルの引張力の付
与状態を固定して、柱脚の基盤を基礎に固定することを
特徴とする鉄骨柱の柱脚の固定法。
6. A PC cable in which an anchor metal fitting is fixed to the lower end of the base of the pillar base at the position where the pillar base is installed and an unbonded upper part is subjected to an unbonding treatment in the vertical direction. , Form the frame around the PC cable, attach the metal top plate to the top of the form, and the sheath below the opening made at the position of the top plate that corresponds to the stopper of the base. , The PC cable arranged in the vertical direction is passed through the opening and the sheath body, and concrete is placed in the formwork below the top plate to form a concrete foundation. From the bottom of the sheath body, Also, the lower portion of the PC cable is embedded in concrete, and the portion of the PC cable above the lower portion of the sheath body can be freely bent, and on the top plate of the foundation,
Through a proper spacing member, stand the column base of the steel frame column, pass the upper part of the PC cable through the through hole of the stopper of its base,
The upper end is projected from the upper surface of the stopper, and a plurality of gripping pieces are arranged around the upper part of the PC cable, the gap between the bottom surface of the base and the top plate of the base, and the inner peripheral surface of the sheath body. The space between the outer peripheral surface of the PC cable is filled with grout, mortar, etc., and the filled grout, mortar, etc. is hardened, and then the upper portion of the PC cable is pulled to give a tensile force, The split gripping piece is pushed into the conical through hole of the stopper, and the upper part of the PC cable is firmly gripped by fitting the gripping piece and the stopper so that the tension of the PC cable is applied. A method of fixing the column base of a steel column, which is characterized by fixing and fixing the base of the column base to the foundation.
JP35871591A 1991-12-30 1991-12-30 Fixing method of steel column base Expired - Fee Related JP2958436B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35871591A JP2958436B2 (en) 1991-12-30 1991-12-30 Fixing method of steel column base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35871591A JP2958436B2 (en) 1991-12-30 1991-12-30 Fixing method of steel column base

Publications (2)

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JPH05179657A true JPH05179657A (en) 1993-07-20
JP2958436B2 JP2958436B2 (en) 1999-10-06

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010057453A (en) * 1999-12-23 2001-07-04 이구택 Steel pier anchorage system using large deformed bar
JP2016065403A (en) * 2014-09-25 2016-04-28 日鐵住金建材株式会社 Column base structure of steel frame column and erection method of steel frame column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010057453A (en) * 1999-12-23 2001-07-04 이구택 Steel pier anchorage system using large deformed bar
JP2016065403A (en) * 2014-09-25 2016-04-28 日鐵住金建材株式会社 Column base structure of steel frame column and erection method of steel frame column

Also Published As

Publication number Publication date
JP2958436B2 (en) 1999-10-06

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