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JP3270628B2 - End support structure for tendon - Google Patents

End support structure for tendon

Info

Publication number
JP3270628B2
JP3270628B2 JP14716994A JP14716994A JP3270628B2 JP 3270628 B2 JP3270628 B2 JP 3270628B2 JP 14716994 A JP14716994 A JP 14716994A JP 14716994 A JP14716994 A JP 14716994A JP 3270628 B2 JP3270628 B2 JP 3270628B2
Authority
JP
Japan
Prior art keywords
receiving
tendon
receiving body
receiving surface
rod
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 - Fee Related
Application number
JP14716994A
Other languages
Japanese (ja)
Other versions
JPH07331799A (en
Inventor
良敬 仁保
Original Assignee
株式会社巴コーポレーション
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
Family has litigation
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Application filed by 株式会社巴コーポレーション filed Critical 株式会社巴コーポレーション
Priority to JP14716994A priority Critical patent/JP3270628B2/en
Publication of JPH07331799A publication Critical patent/JPH07331799A/en
Application granted granted Critical
Publication of JP3270628B2 publication Critical patent/JP3270628B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

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、アーチ状主梁や円弧
状構造体等の鉄骨構造物に組み込んだケーブルやロッド
等の緊張材を緊張させて前記鉄骨構造物にプレストレス
を導入した状態で該鉄骨構造物に前記緊張材の端部を定
着するための緊張材の端部支持構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a state in which a tension member such as a cable or a rod incorporated in a steel structure such as an arched main beam or an arc-shaped structure is tensioned to introduce prestress into the steel structure. The present invention relates to a tension member end support structure for fixing the tension member end portion to the steel structure.

【0002】[0002]

【従来の技術】従来、鉄骨構造物を構成する屋根版にお
ける緊張材の端部支持構造では、図5に示すように、緊
張材32の両端部の取付けは各々屋根版33の内郭構造
部材33aと外郭構造部材33b(又は外郭構造部材3
3bを支持する柱部材31)を各々取付部34,35と
して行っている。即ち、一方の取付部34に緊張材32
の一端部を固定し、かつ、他方の取付部35に凹球面状
の受け面38を有する受座体36を設けると共に、緊張
材32の他端部に凸球面状の摺接面40を有する抜止め
37を設け、受け面38に摺接面40を摺接させて緊張
材32を揺動可能に緊張させている。具体的には、受座
体36の一側に受け面38を形成し、かつ受け面38か
ら受座体36の他側まで貫通する挿通穴39を形成する
と共に、抜止め37の一側に摺接面40を形成し、かつ
摺接面40から抜止め37の他側まで貫通する挿通穴4
1を形成している。そして、緊張材32の他端部を挿通
穴39及び挿通穴41に各々挿通させてナット42で結
合することにより受け面38に抜止め37の摺接面40
を摺接させ、緊張材32が緊張させた状態で受座体36
の挿通穴39の略中央を通るようにして行っている。何
故ならば、屋根版33に吹上げ力,雪積荷重,地震力等
が作用して屋根版33が変形した場合に対応できるよう
に緊張材32の他端部が広範囲に揺動できるようにする
ためである。
2. Description of the Related Art Conventionally, in a structure for supporting an end portion of a tendon in a roof slab constituting a steel structure, as shown in FIG. 5, both ends of a tendon 32 are attached to inner structural members of a roof slab 33, respectively. 33a and the outer structural member 33b (or the outer structural member 3
The column members 31) that support 3b are used as attachment portions 34 and 35, respectively. That is, the tension member 32 is attached to one of the mounting portions 34.
And a receiving member 36 having a concave spherical receiving surface 38 is provided on the other mounting portion 35, and a convex spherical sliding contact surface 40 is provided on the other end of the tension member 32. The retaining member 37 is provided, and the sliding member 40 is slidably contacted with the receiving surface 38 so that the tension member 32 is swingably tensioned. Specifically, a receiving surface 38 is formed on one side of the receiving body 36, and an insertion hole 39 penetrating from the receiving surface 38 to the other side of the receiving body 36 is formed. An insertion hole 4 which forms the sliding contact surface 40 and penetrates from the sliding contact surface 40 to the other side of the retaining 37
1 are formed. Then, the other end of the tension member 32 is inserted into the insertion hole 39 and the insertion hole 41, respectively, and connected by the nut 42.
Are brought into sliding contact with each other, and the seating member 36 is
Through the substantially center of the insertion hole 39. This is because the other end of the tension member 32 can swing over a wide range so as to cope with a case where the roof slab 33 is deformed due to a blowing force, a snow load, a seismic force, etc. acting on the roof slab 33. To do that.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の緊張材の端部支持構造にあっては、受座体36は工
場において予め屋根版33の外郭構造部材33b等に設
定した取付部35に溶接して固定されている。この溶接
固定は、構築現場において緊張材32を緊張させたとき
に、屋根版33の内郭構造部材33aに設けた取付部3
4との関係において緊張材32が受座体36の挿通穴3
9の略中央を通ることを想定した取付け角度で行うこと
となる。取付け角度が間違っていた場合には、緊張材3
2を取り付けた屋根版33の設置後、緊張材32を緊張
させたときに、緊張材32が受座体36の挿通穴39の
略中央から偏位するおそれがある。偏位した場合には、
屋根版33に吹上げ力等が作用して生じる屋根版33の
変形に十分に対応できないこととなる。
However, in the above-mentioned conventional end member supporting structure of the tendon, the receiving body 36 is attached to the mounting portion 35 set in advance at the factory on the outer structural member 33b of the roof slab 33 or the like. It is fixed by welding. This welding fixation is performed when the tension member 32 is tensioned at the construction site and the mounting portion 3 provided on the inner structural member 33a of the roof slab 33.
4, the tension member 32 is inserted into the through hole 3 of the seat 36.
9 is carried out at an attachment angle that is assumed to pass through the approximate center of 9. If the mounting angle is wrong,
When the tension member 32 is tensioned after the installation of the roof slab 33 to which the panel 2 is attached, the tension member 32 may be displaced from substantially the center of the insertion hole 39 of the seat 36. In case of deviation,
The roof slab 33 cannot sufficiently respond to the deformation of the roof slab 33 caused by the blowing force or the like acting on the roof slab 33.

【0004】また、受座体36は平板状に形成されて外
部構造部材33b等の取付部35に取り付けるための固
着部を兼ねるばかりでなく、受座体36に、抜止め37
の摺接面38との間に潤滑材層を介在させるような受け
面40を形成して、その接触面積を大きなものとしてい
る。このため、受座体36の受け面40と抜止め37の
摺接面38とを良好に接触させるためには、これらを精
度良く加工しなければならず、受座体36と抜止め37
を低コストで製作できないこととなる。
The receiving body 36 is formed in a flat plate shape and not only serves as a fixing portion for mounting to the mounting portion 35 such as the external structural member 33b, but also has a retaining stopper 37 on the receiving body 36.
A receiving surface 40 is formed such that a lubricant layer is interposed between the sliding surface 38 and the sliding contact surface 38 to increase the contact area. For this reason, in order to make the receiving surface 40 of the receiving body 36 and the sliding contact surface 38 of the retaining member 37 satisfactorily contact each other, they must be processed with high precision, and the receiving member 36 and the retaining member 37
Cannot be manufactured at low cost.

【0005】この発明は上記課題を解決するためになし
たもので、その目的は、受座体及び抜止めを部品化する
ことで低コストで製作できると共に、現場で鉄骨構造物
に受座体を所望の取付け角度で容易に取り付けることが
できるようにすることにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and an object of the present invention is to make a receiving body and a retaining member into parts so that it can be manufactured at a low cost, and a receiving body can be attached to a steel structure on site. At a desired mounting angle.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、この発明は、鉄骨構造物における離れた2点を緊張
材の両端部を取り付けるための取付部とし、一方の取付
部に前記緊張材の一端部を固定し、かつ、他方の取付部
に凹球面状の受け面を有する受座体を設けると共に、前
記緊張材の他端部に凸球面状の摺接面を有する抜止めを
設け、前記受け面に前記摺接面を摺接させて前記緊張材
を揺動可能に緊張させた緊張材の端部支持構造におい
て、前記受座体を筒状に形成し、該受座体の一方の開口
端側に前記受け面を形成すると共に、前記受座体の外周
部にボルトナットにより前記鉄骨構造物に固着させる固
着部を形成したものである。
In order to achieve the above-mentioned object, the present invention provides two separate points in a steel structure as attachment parts for attaching both ends of a tension member, and one of the attachment parts is provided with the tension member. One end of the material is fixed, and a receiving member having a concave spherical receiving surface is provided on the other mounting portion, and a retaining member having a convex spherical sliding contact surface at the other end of the tension member is provided. An end support structure for a tension member, wherein the tension member is slidably slidable by sliding the sliding contact surface against the receiving surface, wherein the receiving member is formed in a cylindrical shape; The receiving surface is formed on one of the open end sides, and a fixing portion for fixing to the steel structure by a bolt and nut is formed on an outer peripheral portion of the receiving body.

【0007】[0007]

【作用】上記構成によれば、受座体を筒状に形成して、
受け面の接触面積を従来に比べて小さくする。
According to the above construction, the seat body is formed in a cylindrical shape,
The contact area of the receiving surface is made smaller than before.

【0008】また、受座体の外周部に固着部を形成し
て、該固着部にてボルトナットにより前記受座体を鉄骨
構造物に取り付ける。この場合、鉄骨構造物に形成した
ボルト穴とボルトとの間のクリアランスにより受座体の
取付け位置を調整する。また、受座体の周方向での鉄骨
構造物と固着部との間の間隔を適宜調整する。
Further, a fixing portion is formed on the outer peripheral portion of the seat body, and the seat body is attached to the steel frame structure with a bolt and a nut at the fixing portion. In this case, the mounting position of the seat body is adjusted by the clearance between the bolt and the bolt hole formed in the steel structure. Also, the distance between the steel structure and the fixing portion in the circumferential direction of the seat body is appropriately adjusted.

【0009】[0009]

【実施例】以下、この発明の実施例を図面に基づいて説
明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0010】図1(1)はこの発明の一実施例になる緊
張材の端部支持構造を示す(2)のA−A線に沿う断面
図、(2)は(1)の右側面図、図2(1)は図1に示
す緊張材の端部支持構造を備えた鉄骨構造物の断面図、
(2)は(1)のP矢視平面図、図3は図2に示す緊張
材の端部支持構造における受座体の傾斜取付け状態を示
す断面図である。
FIG. 1A is a sectional view taken along the line AA of FIG. 1A, showing an end support structure of a tendon according to an embodiment of the present invention, and FIG. 1B is a right side view of FIG. FIG. 2A is a cross-sectional view of a steel structure having the tendon end support structure shown in FIG.
(2) is a plan view as viewed in the direction of the arrow P in (1), and FIG. 3 is a cross-sectional view showing an inclined mounting state of a receiving body in the tension member end support structure shown in FIG.

【0011】図2において1は支柱、2はグランドを囲
む観客収容用スタンドのみを覆う屋根版(鉄骨構造物)
である。支柱1には屋根版2の外郭部が支持されてい
て、屋根版2の内郭部には大梁等からなる開口部枠3が
設けられている。この開口部枠3の下部には周方向に間
隔をおいて筒状の支持金具4Aが複数設けられていて、
これら支持金具4Aは各々に挿通させた環状のケーブル
5(又はロッド)を介して結合されている。屋根版2の
外郭部における支柱1の近傍部位にはH形鋼からなる主
梁9が設けられていて、各支持金具4Aに対応した前記
主梁9のフランジ部4Bには複数のボルト穴10及びこ
れらボルト穴10の中心部に開口する開口部11が形成
されている。
In FIG. 2, 1 is a column, 2 is a roof slab (steel structure) that covers only a spectator stand surrounding the ground.
It is. The pillar 1 supports an outer shell of the roof slab 2, and an inner frame of the roof slab 2 is provided with an opening frame 3 made of a girder or the like. A plurality of cylindrical support members 4A are provided at a lower portion of the opening frame 3 at intervals in a circumferential direction.
These support fittings 4A are connected via an annular cable 5 (or rod) inserted therethrough. A main beam 9 made of an H-shaped steel is provided at a portion of the outer shell of the roof slab 2 near the column 1, and a plurality of bolt holes 10 are formed in a flange portion 4B of the main beam 9 corresponding to each support metal 4A. An opening 11 is formed at the center of the bolt hole 10.

【0012】屋根版2における離れた2点はロッド6
(緊張材)の両端部を取り付けるための取付部とされ、
一方の取付部は支持金具4Aで構成され、他方の取付部
はボルト穴10及び開口部11を設けた主梁9のフラン
ジ部4Bで構成されている。尚、この取付部は屋根版2
を構成する主梁9にではなく支柱1に設けても良い。
Two separate points on the roof slab 2 are rods 6
It is a mounting part for mounting both ends of (tensile material),
One of the mounting portions is formed by a support metal 4A, and the other mounting portion is formed by a flange portion 4B of a main beam 9 having a bolt hole 10 and an opening 11. In addition, this mounting part is roof slab 2
May be provided not on the main beam 9 but on the column 1.

【0013】支持金具4Aにはロッド6の一端部が結合
されている。また、主梁9のフランジ部4Bには受座体
12が後述するように取り付けられ、かつロッド6の他
端部には抜止め13が後述するように取り付けられてい
る。
One end of a rod 6 is connected to the support 4A. A seat 12 is attached to the flange portion 4B of the main beam 9 as described later, and a stopper 13 is attached to the other end of the rod 6 as described later.

【0014】抜止め13の一側には凸球面状の摺接面1
4が形成され、かつ摺接面14から抜止め13の他側ま
で貫通する挿通穴15が形成されている。また、受座体
12の一側に凹球面状の受け面16が形成され、かつ受
け面16から受座体12の他側まで貫通する挿通穴17
が形成されている。
On one side of the stopper 13, a convex spherical sliding contact surface 1 is provided.
4 and an insertion hole 15 penetrating from the sliding contact surface 14 to the other side of the stopper 13. In addition, a concave spherical receiving surface 16 is formed on one side of the receiving body 12, and an insertion hole 17 penetrating from the receiving surface 16 to the other side of the receiving body 12.
Are formed.

【0015】そして、受座体12の挿通穴17及び抜止
め13の挿通穴15には各々ロッド6の他端部が挿通さ
れ、ロッド6の挿通部に螺合したナット18で結合され
て、抜止め13の摺接面14が受座体12の受け面16
に摺接すると共に、後述するようにロッド6が緊張され
ている。このロッド6は受座体12の挿通穴17の略中
央に配置されて、摺接面14及び受け面16によって揺
動可能に支持されている。尚、19はナット18の弛止
め用ロックナットである。
The other end of the rod 6 is inserted into the insertion hole 17 of the receiving body 12 and the insertion hole 15 of the stopper 13, respectively, and connected by a nut 18 screwed to the insertion portion of the rod 6. The sliding surface 14 of the retaining 13 is the receiving surface 16 of the seat 12.
And the rod 6 is tensioned as described later. The rod 6 is disposed substantially at the center of the insertion hole 17 of the receiving body 12 and is swingably supported by the sliding surface 14 and the receiving surface 16. Reference numeral 19 denotes a lock nut for locking the nut 18.

【0016】受座体12は筒状に形成されていて、該受
座体12の一方の開口端側には受け面16が形成されて
いる。また、受座体12の外周部にはボルト20とナッ
ト21により前記屋根版2を構成する主梁9等に固着さ
せる固着部22が形成されている。
The receiving body 12 is formed in a cylindrical shape, and a receiving surface 16 is formed on one open end side of the receiving body 12. Further, a fixing portion 22 is formed on the outer peripheral portion of the receiving body 12 with a bolt 20 and a nut 21 to be fixed to the main beam 9 or the like constituting the roof slab 2.

【0017】この固着部22は、受座体12の外周部に
取付板22aを形成し、取付板22aと受座体12の外
周部との間に複数本のリブプレート22bを放射状に設
けて構成されていて、取付板22aには抜止め13を収
容する開口部22cが形成され、取付板22aにはリブ
プレート22b間の各々に開口するボルト穴22dが形
成されている。
The fixing portion 22 has a mounting plate 22a formed on the outer peripheral portion of the seat 12 and a plurality of rib plates 22b provided radially between the mounting plate 22a and the outer peripheral portion of the receiving body 12. The mounting plate 22a is formed with an opening 22c for accommodating the retaining stopper 13, and the mounting plate 22a is formed with bolt holes 22d opening between the rib plates 22b.

【0018】以上の構成において、ロッド6の端部支持
構造は次のように組み立てられる。まず、開口部枠3に
設けた支持金具4Aにロッド6の一端部を固定すると共
に、取付板22aを主梁9のフランジ部4Bの支持金具
4A側表面に当接させ、フランジ部4Bに設けたボルト
穴10と取付板22aに設けたボルト穴22dとにボル
ト20を挿通させ、ボルト20の挿通部にナット21を
螺合し締め付けて、主梁9のフランジ部4Bに固着部2
2を取り付ける。この場合、フランジ部4Bに形成した
ボルト穴10とボルト20とのクリアランスにより受座
体12の取付け位置を調整する。次いで、フランジ部4
Bに設けた開口部11と固着部22に設けた開口部22
cとに抜止め13を収容すると共に、固着部22に支持
された受座体12の挿通穴17と抜止め13の挿通穴1
5とに各々ロッド6の他端部を挿通させ、ロッド6の挿
通部にナット18を螺合し締め付けて、抜止め13の摺
接面14を受座体12の受け面16に摺接させながらロ
ッド6を緊張する。尚、ロッド6の緊張付与作業後、ナ
ット18の弛止めをロックナット19で行う。
In the above configuration, the end support structure of the rod 6 is assembled as follows. First, one end of the rod 6 is fixed to the support metal 4A provided in the opening frame 3, and the mounting plate 22a is brought into contact with the surface of the main beam 9 on the support metal 4A side of the flange 4B to be provided on the flange 4B. The bolt 20 is inserted into the bolt hole 10 and the bolt hole 22d provided in the mounting plate 22a, and the nut 21 is screwed and fastened to the insertion portion of the bolt 20, so that the fixing portion 2 is fixed to the flange portion 4B of the main beam 9.
Attach 2. In this case, the mounting position of the seat 12 is adjusted by the clearance between the bolt hole 10 and the bolt 20 formed in the flange portion 4B. Next, the flange 4
B and the opening 22 provided in the fixing portion 22
c and the insertion hole 17 of the receiving body 12 supported by the fixing portion 22 and the insertion hole 1 of the
5, the other end of the rod 6 is inserted through the nut, and a nut 18 is screwed into the inserted portion of the rod 6 and tightened, so that the sliding contact surface 14 of the stopper 13 slides against the receiving surface 16 of the seat body 12. Tension the rod 6 while doing so. After the tensioning work of the rod 6, the nut 18 is loosened by the lock nut 19.

【0019】ロッド6の長さが製作誤差等で短くて、ロ
ッド6にナット18を螺合し締め付けることができない
場合には、図1(1)に示すように、円板体の中心部に
まで達する長穴部を形成した特殊なフィラープレート2
3をボルト20を中にして差し込んで、フィラープレー
ト23を適宜枚数だけ取付板22aとフランジ部4Bと
の間に介装してロッド6に対する抜止め13の位置を調
整した後、主梁9のフランジ部4Bに固着部22をボル
ト締結する。尚、フィラープレート23に代えてボルト
20に遊嵌するワッシャ等の座金を使用しても良い。
If the length of the rod 6 is short due to a manufacturing error or the like and the nut 18 cannot be screwed into the rod 6 and fastened, as shown in FIG. Special filler plate 2 with a long hole reaching
3 is inserted with the bolt 20 in the middle, and the number of filler plates 23 is interposed between the mounting plate 22a and the flange portion 4B by an appropriate number to adjust the position of the stopper 13 with respect to the rod 6. The fixing portion 22 is bolted to the flange portion 4B. Note that a washer such as a washer that fits loosely on the bolt 20 may be used instead of the filler plate 23.

【0020】また、ロッド6の緊張付与作業で受座体1
2の挿通穴17の略中央にロッド6が配置される場合に
は、ロッド6は抜止め13の摺接面14と受座体12の
受け面16とにより揺動可能に支持されることとなっ
て、組立て作業は完了する。しかし、そうでない場合に
は、図3に示すように、円板体の中心部にまで達する長
穴部を形成した特殊なライナー24(又はフィラープレ
ート)を所望のボルト20を中にして差し込んで、ライ
ナー24を適宜枚数だけ主梁9のフランジ部4Bと固着
部22との間に介装して、受座体12の周方向での主梁
9のフランジ部4Bと固着部22との間の間隔を適宜調
整することにより、受座体12の挿通穴17の略中央に
ロッド6の他端部がくるようにフランジ部4Bに対する
受座体12の取付け角度を調整した後、前記所望のボル
ト20に対してナット18を締め付ける。
In addition, the work for applying tension to the rod 6 causes the
When the rod 6 is disposed substantially at the center of the second through hole 17, the rod 6 is swingably supported by the sliding contact surface 14 of the stopper 13 and the receiving surface 16 of the receiving body 12. Then, the assembly work is completed. However, if this is not the case, as shown in FIG. 3, a special liner 24 (or filler plate) having an elongated hole reaching the center of the disk is inserted with the desired bolt 20 inside. An appropriate number of liners 24 are interposed between the flange portion 4B of the main beam 9 and the fixing portion 22 so that the liner 24 is disposed between the flange portion 4B of the main beam 9 and the fixing portion 22 in the circumferential direction of the seat 12. After adjusting the mounting angle of the receiving body 12 with respect to the flange portion 4B so that the other end of the rod 6 comes to approximately the center of the insertion hole 17 of the receiving body 12, the above-mentioned desired angle is adjusted. The nut 18 is tightened to the bolt 20.

【0021】また、受座体12を筒状に形成して、受け
面16の接触面積を従来に比べて小さくしているため、
受け面16に対する抜止め13の摺接面14の摺動抵抗
は小さくなる。このため、抜止め13の摺接面14と受
座体12の受け面16とによりロッド6を揺動可能に支
持した上記組立て状態において、屋根版2に吹上げ力,
雪積荷重,地震力等が作用して屋根版2が変形し、ロッ
ド6の他端部に偏心力が働いたときには、この偏心力に
より受座体12の受け面16に対して抜止め13の摺接
面14がスムーズに摺動して該抜止め13のロッド取付
け中心がロッド6の軸心に自動的に合致することとな
る。
Further, since the receiving body 12 is formed in a cylindrical shape to reduce the contact area of the receiving surface 16 as compared with the conventional case,
The sliding resistance of the sliding contact surface 14 of the retaining 13 against the receiving surface 16 is reduced. For this reason, in the above-described assembled state in which the rod 6 is swingably supported by the sliding contact surface 14 of the retaining stopper 13 and the receiving surface 16 of the receiving body 12, a blowing force is applied to the roof slab 2.
When the roof slab 2 is deformed due to the snow load, seismic force, etc., and an eccentric force acts on the other end of the rod 6, the eccentric force prevents the receiving surface 16 of the receiving body 12 from coming off 13. As a result, the sliding surface 14 smoothly slides, and the center of the rod of the retaining 13 is automatically aligned with the axis of the rod 6.

【0022】尚、上記実施例では緊張材をロッド6で構
成したが、ワイヤ7で構成しても良い。緊張材をワイヤ
7とした場合には、ワイヤ7の端部支持は次のように行
えば良い。つまり、図示しないがワイヤ7の一端部をケ
ーシングパイプ8Aに挿入して、ケーシングパイプ8A
と一体のアンカーヘッド8Bに固着した後、アンカーヘ
ッド8Bを開口部枠3の下部に設けた支持金具4Aに取
り付ける。また、図4に示すように、ワイヤ7の他端部
を主梁9のフランジ部4Bに設けた受座体12の挿通穴
17及び抜止め13の挿通穴15に各々挿通させた後、
ワイヤ7の挿通部をケーシングパイプ8Aに挿入して、
ケーシングパイプ8Aと一体のアンカーヘッド8Bに固
着する。しかる後、ジャッキが接続されたプルロッド先
端のカプラーをフランジ部4B側のアンカーヘッド8B
に螺合し、アンカーヘッド8Bをジャッキの駆動で牽引
する。そして、円板体を2分割し、中心部に穴部を形成
した分割型のフィラープレート25を、ケーシングパイ
プ8Aを中にして分割面で合わせ、アンカーヘッド8B
と抜止め13との間に適宜枚数のフィラープレート25
を介装した後、ジャッキを緩めてワイヤ7を緩め、アン
カーヘッド8Bと抜止め13との間にフィラープレート
25を挟持させてワイヤ7の緊張状態を保持した後、前
記カプラーをフランジ部4B側のアンカーヘッド8Bか
ら外す。
In the above embodiment, the tension member is constituted by the rod 6, but it may be constituted by the wire 7. When the tension member is the wire 7, the end support of the wire 7 may be performed as follows. That is, although not shown, one end of the wire 7 is inserted into the casing pipe 8A and the casing pipe 8A
After the anchor head 8B is fixed to the anchor head 8B, the anchor head 8B is attached to the support bracket 4A provided at the lower part of the opening frame 3. Further, as shown in FIG. 4, after the other end of the wire 7 is inserted into the insertion hole 17 of the seat 12 and the insertion hole 15 of the stopper 13 provided on the flange 4 </ b> B of the main beam 9, respectively,
Insert the insertion part of the wire 7 into the casing pipe 8A,
It is fixed to an anchor head 8B integral with the casing pipe 8A. Thereafter, the coupler at the tip of the pull rod to which the jack is connected is connected to the anchor head 8B on the flange 4B side.
And the anchor head 8B is driven by jack driving. Then, the disk body is divided into two parts, and the divided filler plate 25 having a hole formed in the center is fitted on the divided surface with the casing pipe 8A as the center, and the anchor head 8B
A suitable number of filler plates 25 between
, The jack 7 is loosened, the wire 7 is loosened, the filler plate 25 is sandwiched between the anchor head 8B and the retainer 13 to maintain the tension of the wire 7, and the coupler is connected to the flange portion 4B side. From the anchor head 8B.

【0023】また、固着部22を主梁9のフランジ部4
Bの支持金具4A側に取り付けたが、反対側に配置して
も良い。この場合には、ロッド6にナット18を螺合し
締め付けることができないロッド6の長さが短いときを
除いて前記実施例と同様の作用効果が得られる。
The fixing portion 22 is connected to the flange portion 4 of the main beam 9.
B is attached to the support bracket 4A side, but may be arranged on the opposite side. In this case, the same operation and effect as in the above embodiment can be obtained except when the length of the rod 6 which cannot be screwed and fastened with the nut 18 is short.

【0024】更に、ロッド6の一端部に抜止め13を取
り付けるためにナット18を使用したが、抜止め13自
体をナットに構成しても良い。
Further, the nut 18 is used to attach the retaining stopper 13 to one end of the rod 6, but the retaining stopper 13 itself may be configured as a nut.

【0025】[0025]

【発明の効果】以上の通り、この発明は、鉄骨構造物に
おける離れた2点を緊張材の両端部を取り付けるための
取付部とし、一方の取付部に前記緊張材の一端部を固定
し、かつ、他方の取付部に凹球面状の受け面を有する受
座体を設けると共に、前記緊張材の他端部に凸球面状の
摺接面を有する抜止めを設け、前記受け面に前記摺接面
を摺接させて前記緊張材を揺動可能に緊張させた緊張材
の端部支持構造において、前記受座体を筒状に形成し、
該受座体の一方の開口端側に前記受け面を形成すると共
に、前記受座体の外周部にボルトナットにより前記鉄骨
構造物に固着させる固着部を形成したため、受座体を筒
状に形成して、受け面の接触面積を従来に比べて小さく
することができる。従って、受け面を受座体に従来より
形成し易く、かつ受け面に摺接する摺接面も抜止めに従
来より形成し易くなることから、受座体及び抜止めを低
コストで製作することができる。
As described above, according to the present invention, two separate points in a steel structure are used as attachment portions for attaching both ends of the tendon, and one end of the tendon is fixed to one attachment portion. A receiving member having a concave spherical receiving surface is provided on the other mounting portion, and a retaining member having a convex spherical sliding contact surface is provided at the other end of the tendon member, and the sliding surface is provided on the receiving surface. In a tension member end support structure in which the contact surface is slidably contacted and the tension member is swingably tensioned, the seat body is formed in a tubular shape,
The receiving surface is formed on one opening end side of the receiving body, and a fixing portion that is fixed to the steel structure by a bolt and nut is formed on an outer peripheral portion of the receiving body, so that the receiving body is formed into a cylindrical shape. By forming, the contact area of the receiving surface can be made smaller than before. Therefore, since the receiving surface is easier to be formed on the receiving body than before, and the sliding contact surface that slides on the receiving surface is also easier to form than before, it is necessary to manufacture the receiving body and the retaining at low cost. Can be.

【0026】また、鉄骨構造物に直接溶接固定している
従来のものと異なり、受座体及び固着部を部品化して、
構築現場においてボルトナットにより固着部にて受座体
を鉄骨構造物に容易に取り付けることができる。その
際、鉄骨構造物に形成したボルト穴とボルトとの間のク
リアランスにより受座体の取付け位置を調整することが
でき、かつ、受座体の周方向での固着部と鉄骨構造物と
の間の間隔を適宜調整して、受座体の取付け角度を確実
に調整することができる。従って、鉄骨構造物にボルト
穴を形成しておけば、緊張材端部の定着作業が従来より
スムーズに行えることとなり、作業能率の向上が図れ
る。
Also, unlike the conventional one which is directly welded and fixed to a steel structure, the receiving body and the fixing part are made into parts,
At the construction site, the seat can be easily attached to the steel structure at the fixing portion by the bolt and nut. At that time, the mounting position of the receiver can be adjusted by the clearance between the bolt hole and the bolt formed in the steel structure, and the fixing portion in the circumferential direction of the receiver and the steel structure can be adjusted. By appropriately adjusting the interval between the seats, the mounting angle of the seat can be reliably adjusted. Therefore, if the bolt hole is formed in the steel structure, the fixing operation of the tension member end can be performed more smoothly than before, and the operation efficiency can be improved.

【0027】更に、受座体を筒状に形成して、受け面の
接触面積を従来に比べて小さくしたため、受け面に対す
る抜止めの摺接面の摺動抵抗を小さくすることができる
ことから、緊張材の一端部に偏心力が働いたときには、
この偏心力により受座体の受け面に対して抜止めの摺接
面がスムーズに摺動して該抜止めの緊張材取付け中心が
緊張材の軸心に自動的に合致する。従って、従来のよう
に受座体の受け面と抜止めの摺接面との間に潤滑材層を
介在させることなく求心作用による角度追従性を確保す
ることができる。
Further, since the receiving body is formed in a cylindrical shape and the contact area of the receiving surface is made smaller than that of the conventional case, the sliding resistance of the sliding contact surface of the stopper against the receiving surface can be reduced. When an eccentric force acts on one end of the tendon,
Due to this eccentric force, the sliding contact surface of the retaining member slides smoothly against the receiving surface of the receiving body, and the tension member mounting center of the retaining member automatically matches the axis of the tension member. Therefore, it is possible to secure the angle following ability by the centripetal action without interposing the lubricant layer between the receiving surface of the seat body and the sliding contact surface of the retaining as in the conventional case.

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

【図1】(1) この発明の一実施例になる緊張材の端
部支持構造を示す(2)のA−A線に沿う断面図であ
る。 (2) (1)の右側面図である。
FIG. 1A is a cross-sectional view taken along the line AA of FIG. 1B, showing an end supporting structure of a tendon according to an embodiment of the present invention. (2) It is a right view of (1).

【図2】(1) 図1に示す緊張材の端部支持構造を備
えた鉄骨構造物の断面図である。(2)は(1)のP矢
視平面図である。
FIG. 2A is a cross-sectional view of a steel structure having the tendon end support structure shown in FIG. (2) is a plan view on arrow P of (1).

【図3】図2に示す緊張材の端部支持構造における受座
体の傾斜取付け状態を示す断面図である。
FIG. 3 is a cross-sectional view showing an inclined mounting state of a receiving body in the tendon end support structure shown in FIG. 2;

【図4】この発明の他の実施例になる緊張材の端部支持
構造を示す図1(1)に対応した断面図である。
FIG. 4 is a cross-sectional view corresponding to FIG. 1 (1) showing a tendon end support structure according to another embodiment of the present invention.

【図5】(1) 従来例の緊張材の端部支持構造を示す
概要図である。 (2) (1)の要部拡大断面図である。
FIG. 5 (1) is a schematic view showing an end support structure of a tendon according to a conventional example. (2) It is a principal part expanded sectional view of (1).

【符号の説明】[Explanation of symbols]

2 屋根版(鉄骨構造物) 4A 支持金具(一方の取付部) 4B フランジ部(他方の取付部) 6 ロッド(緊張材) 7 ワイヤ(緊張材) 12 受座体 13 抜止め 14 摺接面 16 受け面 20 ボルト 21 ナット 22 固着部 2 Roof Plate (Steel Structure) 4A Supporting Bracket (One Attachment) 4B Flange (Other Attachment) 6 Rod (Tensioning Material) 7 Wire (Tensioning Material) 12 Receiving Body 13 Detachment Stop 14 Sliding Contact Surface 16 Receiving surface 20 Bolt 21 Nut 22 Fixed part

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04B 1/342 E04C 5/12 E04B 1/32 101 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04B 1/342 E04C 5/12 E04B 1/32 101

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鉄骨構造物における離れた2点を緊張材
の両端部を取り付けるための取付部とし、一方の取付部
に前記緊張材の一端部を固定し、かつ、他方の取付部に
凹球面状の受け面を有する受座体を設けると共に、前記
緊張材の他端部に凸球面状の摺接面を有する抜止めを設
け、前記受け面に前記摺接面を摺接させて前記緊張材を
揺動可能に緊張させた緊張材の端部支持構造において、
前記受座体を筒状に形成し、該受座体の一方の開口端側
に前記受け面を形成すると共に、前記受座体の外周部に
ボルトナットにより前記鉄骨構造物に固着させる固着部
を形成したことを特徴とする緊張材の端部支持構造。
1. Two separate points in a steel structure are used as attachment portions for attaching both ends of a tendon, one end of the tendon is fixed to one attachment portion, and a concave portion is attached to the other attachment portion. A receiving body having a spherical receiving surface is provided, and a stopper having a convex spherical sliding contact surface is provided at the other end of the tension member, and the sliding contact surface is brought into sliding contact with the receiving surface. In the end support structure of the tendon material, which tensions the tendon material so that it can swing,
A fixing portion for forming the receiving body in a cylindrical shape, forming the receiving surface on one open end side of the receiving body, and fixing the receiving surface to the steel structure by a bolt and nut on an outer peripheral portion of the receiving body; An end support structure for a tendon material, characterized in that a tension member is formed.
JP14716994A 1994-06-06 1994-06-06 End support structure for tendon Expired - Fee Related JP3270628B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14716994A JP3270628B2 (en) 1994-06-06 1994-06-06 End support structure for tendon

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14716994A JP3270628B2 (en) 1994-06-06 1994-06-06 End support structure for tendon

Publications (2)

Publication Number Publication Date
JPH07331799A JPH07331799A (en) 1995-12-19
JP3270628B2 true JP3270628B2 (en) 2002-04-02

Family

ID=15424150

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14716994A Expired - Fee Related JP3270628B2 (en) 1994-06-06 1994-06-06 End support structure for tendon

Country Status (1)

Country Link
JP (1) JP3270628B2 (en)

Also Published As

Publication number Publication date
JPH07331799A (en) 1995-12-19

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