JP2004131956A - Grout cap of pc wire anchorage - Google Patents

Grout cap of pc wire anchorage Download PDF

Info

Publication number
JP2004131956A
JP2004131956A JP2002295093A JP2002295093A JP2004131956A JP 2004131956 A JP2004131956 A JP 2004131956A JP 2002295093 A JP2002295093 A JP 2002295093A JP 2002295093 A JP2002295093 A JP 2002295093A JP 2004131956 A JP2004131956 A JP 2004131956A
Authority
JP
Japan
Prior art keywords
steel wire
grout
wire
cap
grout cap
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
JP2002295093A
Other languages
Japanese (ja)
Other versions
JP3863476B2 (en
Inventor
Haruji Hirose
広瀬 晴次
Kazuhiro Sasako
笹子 和弘
Yusuke Kamiyoshi
神吉 祐輔
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.)
KOOWA TECHNOS KK
Japan Life Co Ltd
Kyokuto Kogen Concrete Shinko Co Ltd
Original Assignee
KOOWA TECHNOS KK
Japan Life Co Ltd
Kyokuto Kogen Concrete Shinko 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 KOOWA TECHNOS KK, Japan Life Co Ltd, Kyokuto Kogen Concrete Shinko Co Ltd filed Critical KOOWA TECHNOS KK
Priority to JP2002295093A priority Critical patent/JP3863476B2/en
Publication of JP2004131956A publication Critical patent/JP2004131956A/en
Application granted granted Critical
Publication of JP3863476B2 publication Critical patent/JP3863476B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a grout cap capable of surely preventing PC wire from being corroded by increasing liquid tightness in a PC wire anchorage used to provide a pre-stress to a PC member. <P>SOLUTION: In this grout cap 20, by using transparent or semi-transparent resin material, a fixing flange part 20e is formed at the peripheral edge of an opening 21 for receiving the PC wire anchorage C therein, and the projected end part 20b thereof is formed in hemispherical shape, and the entire part thereof is generally integrated in a hat shape. A large number of projected parts 20c are formed on the outer peripheral surface thereof parallel with each other at intervals around the axis thereof. Either of these projected parts 20c is selected so that screw hole for connecting a grout filling port to an exhaust port can be postprocessed in the projected part 20c. Then, the grout cap 20 is put on the PC wire anchorage C to hold a PC wire B in a tensioned state to cover the anchorage liquid-tight so as to protect the PC wire. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】本発明は、PC部材(プレストレストコンクリート部材)にプレストレスを与えるとき、PC部材に内設したシース管内に管挿したPC鋼線の両端部を握持し、該PC鋼線を所定緊張状態のまま定着するPC鋼線用定着具に適用し得る。詳しくは、そのようなPC鋼線定着具に被せてPC鋼線を保護するグラウトキャップに関する。
【0002】
【従来の技術】道路や鉄道や橋などの構築に使われる比較的長尺なPC部材は、一般に、構築時、コンクリートの引張強度を補うべく、PC鋼線を用いて予め圧縮のプレストレスを与える施工を施している。
【0003】
従来、PC部材にPC鋼線を使ってプレストレスを付与する場合は、たとえば図6および図7に示すように、PC部材1に内設したシース管2内に、複数本のPC鋼線3…を貫挿し、ジャッキ等を用いて一端固定のPC鋼線3の他端を引っ張って緊張し、所定のテンションがかかった時点で、定着具4を用いてPC鋼線3を所定の緊張状態を保持して固定し、しかる後、シース管2内をグラウティングしてPC鋼線3をPC部材1に固着し、該PC部材に対し圧縮のプレストレスを付与している。そして、PC部材1の端部に形成した取付凹部1aには、埋め込みコンクリート5を打設し、そのコンクリート5で定着具4を覆ってPC鋼線3の端部をシールしている。
【0004】
従来、この種の定着具4は、PC鋼線3を挿通させる円錐台形状の貫通穴6aを有する雌型コーン6と、雌型コーン6に嵌合して貫通穴6aの内周壁との間でPC鋼線3を挟持する雄型コーン7とを備えている。雄型コーン7には、その外周壁の長さ方向に沿って、PC鋼線3を位置決め保持する断面半円状の保持溝7aを設け、それを軸線周りに所定間隔をあけて複数形成している。
【0005】
そして、PC鋼線3を所定の緊張状態で定着する場合は、一端固定のPC鋼線3の他端をジャッキ等で引っ張って緊張すると、雄型コーン7が雌型コーン6内に押し込まれてPC鋼線3を固持し、その結果、PC鋼線3が緊張状態に定着されて、PC部材1にプレストレスが与えられるようにしている。
【0006】
【発明が解決しようとする課題】ところで、上述した従来の定着具4で定着するPC鋼線3は、たとえば図8に示すように、それぞれ複数の素線3aを編み込んで形成されている。そのため、PC鋼線3は、雌型コーン6の内周壁と雄型コーン7の保持溝7a間で挟持状態にあっても、各素線3a間に隙間があるため、その僅かな隙間を通って水が長さ方向に浸入し、さらに長さ方向途中で滞留し、この滞留水によって各素線3aが腐食し、これが原因でPC鋼線3の強度が低下して破断する不具合を発生することがある。特に、浸入する水に塩分を含む場合には、腐食の進行が著しく、斯かる不具合の発生の危険性が高い。
【0007】
また、従来の如く埋め込みコンクリート5で定着具4を覆ってPC鋼線3の端部をシールする構造にした場合であっても、埋め込みコンクリート5が、経時、劣化して亀裂を発生した場合に、その亀裂を通して雨水等が浸入しやすく、依然として液密性に欠けるという課題があった。
【0008】
そこで、本発明の目的は、PC部材にプレストレスを与えるときに用いるPC鋼線定着具において、液密性を高めてPC鋼線の腐食の発生を確実に防止するグラウトキャップを提供することにある。
【0009】
【課題を解決するための手段】したがって、上記目的を達成すべく、請求項1に記載の発明は、たとえば以下に図面を用いて説明する実施の形態に示すとおり、PC部材Aに内設したシース管10内に貫挿したPC鋼線Bの両端部を握持し、該PC鋼線Bを緊張状態に保持するPC鋼線定着具Cに被せて、該定着具Cを液密的に覆うグラウトキャップ20であって、透明又は半透明の樹脂材料を用いて、前記定着具Cを入れる開口21の周縁に固定用鍔部20eを設け、さらに突端部20b側を半球状に形成して全体にハット型に一体成形してなり、外周面には、軸線周りに間隔をあけて凸状部20c…を多数並べて形成し、それら凸状部20cのいずれかを選択して該凸状部20cにグラウト注入口および排気口連結用のねじ穴20dを後加工可能に構成してなることを特徴とする。
【0010】
【発明の実施の形態】以下、図面を参照しつつ、本発明の実施の形態について説明する。
【0011】
図1は、緊張状態のPC鋼線をPC鋼線定着具により定着させた状態で示すPC部材の部分縦断面図である。図2は、PC鋼線定着具の正面図である。図中符号AはPC部材、符号BはPC鋼線、符号CはPC鋼線定着具である。
【0012】
PC部材Aは、既に所定形状の長尺材に成形された梁などのプレストレスコンクリート製品で、長さ方向に穿設された中心穴に、予めスパイラル管からなるシース管10が内設されている。符号11は、定着具Cが固定されるグリット筋である。そして、PC部材Aのコンクリート12の端部には、取付凹部12aが成形され、この取付凹部12a内に定着具Cが組み付けられる。
【0013】
PC鋼線Bは、図示例では、シース管10内に複数本貫挿されるもので、それぞれ複数の素線を編み込んで形成されている。シース管10は、中空ダクト内に貫挿されるPC鋼線Bとコンクリート12とを液密的にシールし、水分・塩分等に対する耐腐食性を有する材料、たとえば非鉄金属により形成されている。
【0014】
PC鋼線定着具Cは、内側端部13aをシース管10の端縁に連結してグリット筋11で固定したガイドコネクション13と、ガイドコネクション13の拡径な外側端部13bに固定した支圧板14とを備える。支圧板14は、枠板状をなし、中央部に、内周面がテーパの大きな円形穴14aを有する。そして、取付凹部12aの底部に有する固定用段部12bに面設し、ガイドコネクション13に対しボルト止めしている。この支圧板14の円形穴14aに、雌型コーン15を嵌合し、さらに雌型コーン15の円錐台形状をなす貫通穴15aに、雄型コーン16を嵌合する。
【0015】
雌型コーン15は、その拡径側の端部外周に、支圧板14に嵌合したときに円形穴14aの穴縁に係止する環状フランジ部15bを有する。雄型コーン16は、中心部にグラウト穴16aを有する一方、外周面を、雌型コーン15の貫通穴15aの内周面と略同一傾斜角のテーパ面にて形成している。さらに、雄型コーン16は、外周面の長さ方向に沿って、PC鋼線Bを位置決め保持する断面半円状の保持溝16b…を設け、保持溝16bを、軸線周りに間隔をあけて、PC鋼線Bの挿設本数に合わせて複数形成している。そして、保持溝16bと、雌型コーン15の貫通穴15aの内周壁との間でPC鋼線Bが挟持される構造にしている。
【0016】
さて、本発明において、上述したPC鋼線定着具Cは、それに被せて液密的に覆うグラウトキャップ20を、特に備えた構成になっている。
【0017】
本発明によるグラウトキャップ20は、透明又は半透明の樹脂材料、たとえばナイロン樹脂を用いて一体成形する。そして、図3および図4でも示すように、定着具Cを入れる開口21をあけた胴部20a側を略円錐台状に形成し、その突端部20b側を半球状に一体に連設して全体にハット型に成形してなる。
【0018】
さらに、グラウトキャップ20の外周面には、胴部20aの突端部20b寄りに、開口21の中心を通る軸線周りに間隔をあけて表面が平板状の凸状部20c…を一列に並べて形成している。これによって、凸状部20c…のいずれかを任意に選択し、図中点線で示すが、グラウト注入口および排気口連結用のねじ穴20dを後加工可能に構成している。また、開口21の周縁には、環状の固定用鍔部20eを有し、その鍔部20eに複数のボルト穴22…を間隔をあけて設けている。さらに、固定用鍔部20e上に多数の補強リブ20fを設けて放射状に配列してなる。なお、固定用鍔部20eの開口21寄り周縁には、シール材としてOリング23を取り付けている。
【0019】
さて、PC部材Aにプレストレスを付与するときに、緊張するPC鋼線Bを、PC鋼線定着具Cを用いて定着させる場合について、図1〜図4を参照しながら以下に説明する。
【0020】
この場合、本発明では、グラウトキャップ20は、その使用前に、必要に応じて、グラウト注入口および排気口連結用にねじ穴20dを穿設する位置として適切な凸状部20cを、事前に選択する。そして、任意に選択した凸状部20cにねじ穴20dをそれぞれ穿設し、各ねじ穴20dに、たとえばニップルからなるグラウト注入管25と排気管26を捩じ込んで、予め連結しおく。
【0021】
建築現場では、シース管10の中空ダクトを通してPC鋼線Bを貫挿し、支圧板14の円形穴14aに雌型コーン15を嵌合し、その貫通穴15aに複数本のPC鋼線Bの端部を挿通し、さらに雌型コーン15の貫通穴15aに雄型コーン16を嵌合し、各保持溝16bにPC鋼線Bを嵌め込んで端部を仮固定する。
【0022】
次いで、ジャッキ(図示省略)を用い、一端固定のPC鋼線Bの他端を引っ張って緊張し、所定のテンションがかかった状態で、雄型コーン16を雌型コーン15内へ押し込んでPC鋼線Bを固定する。こうして定着具Cにより所定の緊張状態に定着させた後、上記ジャッキを取り外す。
【0023】
しかる後、定着具Cにグラウトキャップ20を被せ、その固定用鍔部20eをOリング23を挟んで支圧板14にボルト29で固定する。その後、グラウト注入管25を通してグラウトを注入してシース管10内の全長に渡って充填する。
【0024】
このグラウト注入時、作業者は、グラウト注入状態を、外部からグラウトキャップ20を透して視認し、不足なくグラウトが注入されることを確認することができる。
【0025】
また、グラウトキャップ20では、特に突端部20bが半球状のハット型であることから、たとえ高いグラウト注入圧[例えば1.96MPa(20気圧)]がグラウトキャップ20内に発生したとしても、キャップ内壁の一部に圧力が集中して加わることがなく、球面に沿って均等に分布されるため、高いグラウト注入圧によって変形してしまうことを防止することができる。
【0026】
グラウト注入後、PC部材Aの取付凹部12aには、別途、埋め込みコンクリート30を打設し、そのコンクリート30で定着具Cを覆って保護する。一方、PC部材Aは、シース管10中でグラウトが硬化すると、硬化グラウトとシース管10を介してPC鋼線Bの圧縮力が伝わり、その結果、PC部材Aに引張応力に対する十分な圧縮のプレストレスが付与されることになる。
【0027】
こうして得られるPC部材Aは、PC鋼線Bの端部を、グラウトキャップ20で遮断して埋め込みコンクリート30から隔絶させるため、埋め込みコンクリート30に亀裂が入り、その亀裂から雨水等が染み込んだとしても、グラウトキャップ20によって遮られて、PC鋼線Bの端部へ到達することもない。これによって、PC鋼線Bの腐食や錆の発生が防止され、その強度低下や破断といった不具合の発生を防止することができる。
【0028】
ところで、上述した図示実施の形態では、グラウトキャップ20には、シール材としてOリング23を固定用鍔部20eの開口縁に取り付けた。しかし、本発明では、図5に示すように、固定用鍔部20eの円周方向に環状の凸条部20gを樹脂成形により一体に設けて、シール性を高める構成にすることもできる。これにより、別途シール材を用いない分、部品点数を削減してコストを下げることができる。
【0029】
また、以上の図示実施の形態では、シース管10に複数本貫挿して緊張したPC鋼線Bを定着具Cで保持する施工方法に対し、本発明のグラウトキャップ20を適用した例を示したが、本発明は、1本のPC鋼線を貫挿して緊張したPC鋼線Bを定着具Cで保持する施工方法に対し、同様に適用することを除外するものではないのは、勿論である。
【0030】
【発明の効果】上述の如く構成した本発明によれば、次のような効果が得られる。
【0031】
本発明によれば、グラウトキャップを樹脂材料で形成し、樹脂製グラウトキャップをPC鋼線定着具に被せて液密的に覆うことにより、PC部材にプレストレスを付与するPC鋼線への水分・塩分等の浸入を阻止し、それら水分・塩分等に起因するPC鋼線の腐食や錆の発生を防止し、その結果、PC鋼線の強度低下や破断といった不具合の発生を確実に防止することができる。
【0032】
さらに、本発明によるグラウトキャップは、外部からグラウト注入状態が視認できる透明又は半透明に形成するため、グラウトを注入するとき、作業者は、グラウト注入状態を、外部からグリップキャップを透して視認し、不足なくグラウトが注入されることを確認することができる。
【0033】
加えて、本発明によるグラウトキャップは、突端部側を半球状に形成して全体にハット型に一体成形した構成であり、そのため、たとえ高いグラウト注入圧が内部に発生したとしても、キャップ内壁の一部に圧力が集中して加わることがなく、球面に沿って均等に分布されるため、高いグラウト注入圧によって変形することを防止することができ、その結果、PC部材にプレストレスを適確に付与することができる。
【0034】
しかも、本発明によるグラウトキャップによれば、外周面に、軸線周りに間隔をあけて凸状部を多数並べて形成し、それら凸状部のいずれかを選択してグラウト注入口および排気口連結用のねじ穴を後加工可能に構成することから、PC部材のプレストレス付与作業上、必要に応じて、グラウト注入口および排気口を開ける位置として適切な凸状部を選択してねじ穴を穿設し、それらねじ穴にグラウト注入管と排気管を捩じ込んで、予め連結することができる。
【図面の簡単な説明】
【図1】本発明の一例であるグラウトキャップを備えたPC鋼線定着具のPC部材に対する組付状態を示す部分断面図である。
【図2】PC鋼線定着具の正面図である。
【図3】グラウトキャップの縦断面図である。
【図4】グラウトキャップの側面図である。
【図5】本発明によるグラウトキャップの他のシール構造を示す部分断面図である。
【図6】従来のPC鋼線定着具のPC部材に対する組付状態を示す部分断面図である。
【図7】従来のPC鋼線定着具の正面図である。
【図8】従来のPC鋼線定着具の部分拡大正面図である。
【符号の説明】
A       PC部材
B       PC鋼線
C       PC鋼線定着具
10      シース管
20      グラウトキャップ
20b     頭部
20c     凸状部
20d     ねじ穴
20e     固定用鍔部
21      開口
[0001]
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for prestressing a PC member (prestressed concrete member) by grasping both ends of a PC steel wire inserted into a sheath pipe provided in the PC member. The present invention can be applied to a fixing device for a PC steel wire that fixes a steel wire in a predetermined tension state. More specifically, the present invention relates to a grout cap that covers such a PC steel wire fixing device to protect the PC steel wire.
[0002]
2. Description of the Related Art Generally, relatively long PC members used for construction of roads, railways, bridges, etc. are pre-compressed with a PC steel wire at the time of construction in order to supplement the tensile strength of concrete. We give construction to give.
[0003]
Conventionally, when prestressing is applied to a PC member using a PC steel wire, as shown in FIGS. 6 and 7, for example, a plurality of PC steel wires 3 are provided in a sheath tube 2 provided inside the PC member 1. ..., and the other end of the PC steel wire 3 fixed at one end is pulled and tightened by using a jack or the like. When a predetermined tension is applied, the PC steel wire 3 is fixed to a predetermined tension state by using the fixing tool 4. After that, the inside of the sheath tube 2 is grouted to fix the PC steel wire 3 to the PC member 1, and a compressive prestress is applied to the PC member. An embedding concrete 5 is poured into the mounting recess 1 a formed at the end of the PC member 1, and the fixing tool 4 is covered with the concrete 5 to seal the end of the PC steel wire 3.
[0004]
Conventionally, this type of fixing tool 4 is provided between a female cone 6 having a truncated conical through hole 6a through which the PC steel wire 3 is inserted, and an inner peripheral wall of the through hole 6a which is fitted to the female cone 6. And a male cone 7 for holding the PC steel wire 3 therebetween. The male cone 7 is provided with a holding groove 7a having a semicircular cross section for positioning and holding the PC steel wire 3 along the length direction of the outer peripheral wall thereof, and a plurality of grooves are formed at predetermined intervals around the axis. ing.
[0005]
When fixing the PC steel wire 3 in a predetermined tension state, the other end of the PC steel wire 3 fixed at one end is pulled by a jack or the like and tensioned, so that the male cone 7 is pushed into the female cone 6. The PC steel wire 3 is fixed, and as a result, the PC steel wire 3 is fixed in a tension state, so that the PC member 1 is prestressed.
[0006]
The PC steel wire 3 to be fixed by the above-described conventional fixing device 4 is formed by weaving a plurality of strands 3a, as shown in FIG. 8, for example. Therefore, even though the PC steel wire 3 is sandwiched between the inner peripheral wall of the female cone 6 and the holding groove 7a of the male cone 7, there is a gap between the strands 3a, so that the PC steel wire 3 passes through the slight gap. Water penetrates in the length direction and stays in the middle of the length direction, and the accumulated water corrodes each of the wires 3a, thereby causing a problem that the strength of the PC steel wire 3 is reduced and the PC steel wire 3 is broken. Sometimes. In particular, when the intruding water contains a salt, the corrosion progresses remarkably, and there is a high risk of occurrence of such a problem.
[0007]
Further, even when the fixing device 4 is covered with the embedded concrete 5 to seal the end of the PC steel wire 3 as in the conventional case, the embedded concrete 5 deteriorates with time and cracks occur. However, there is a problem that rainwater or the like easily penetrates through the cracks and still lacks liquid tightness.
[0008]
Therefore, an object of the present invention is to provide a grout cap that enhances liquid tightness and reliably prevents corrosion of a PC steel wire in a PC steel wire fixing device used when prestressing a PC member. is there.
[0009]
Therefore, in order to achieve the above object, the invention described in claim 1 is provided in a PC member A, for example, as shown in the embodiment described below with reference to the drawings. The both ends of the PC steel wire B inserted into the sheath tube 10 are gripped, and the PC steel wire B is covered with a PC steel wire fixing device C for holding the PC steel wire B in a tensioned state, and the fixing device C is liquid-tight. A grout cap 20 to cover, using a transparent or translucent resin material, a fixing flange 20e is provided on the periphery of the opening 21 for receiving the fixing tool C, and the protruding end 20b side is formed in a hemispherical shape. A plurality of convex portions 20c are arranged on the outer peripheral surface at intervals around the axis, and one of the convex portions 20c is selected and formed on the outer peripheral surface. 20c is provided with a screw hole 20d for connecting the grout inlet and exhaust port. And characterized by being factory can configured.
[0010]
Embodiments of the present invention will be described below with reference to the drawings.
[0011]
FIG. 1 is a partial longitudinal sectional view of a PC member in a state where a tensioned PC steel wire is fixed by a PC steel wire fixing tool. FIG. 2 is a front view of the PC steel wire fixing device. In the figure, reference symbol A denotes a PC member, reference symbol B denotes a PC steel wire, and reference symbol C denotes a PC steel wire fixing tool.
[0012]
The PC member A is a prestressed concrete product such as a beam already formed into a long material having a predetermined shape, and a sheath tube 10 made of a spiral tube is previously installed in a center hole formed in the length direction. I have. Reference numeral 11 denotes a grit streak to which the fixing device C is fixed. At the end of the concrete 12 of the PC member A, a mounting recess 12a is formed, and the fixing tool C is assembled in the mounting recess 12a.
[0013]
In the illustrated example, a plurality of PC steel wires B are inserted through the sheath tube 10 and are formed by weaving a plurality of strands. The sheath tube 10 is formed of a material that seals the PC steel wire B inserted into the hollow duct and the concrete 12 in a liquid-tight manner and has corrosion resistance to moisture, salt, and the like, for example, a non-ferrous metal.
[0014]
The PC steel wire fixing tool C has a guide connection 13 in which an inner end 13a is connected to an end edge of the sheath tube 10 and is fixed by a grit streak 11, and a supporting plate fixed to an outer end 13b of the guide connection 13 having an enlarged diameter. 14 is provided. The support plate 14 has a frame plate shape, and has a circular hole 14a having a large tapered inner peripheral surface at the center. Then, it is provided on the fixing step 12b provided at the bottom of the mounting recess 12a, and is bolted to the guide connection 13. The female cone 15 is fitted into the circular hole 14a of the support plate 14, and the male cone 16 is fitted into the truncated conical through hole 15a of the female cone 15.
[0015]
The female cone 15 has an annular flange portion 15b on the outer periphery of the end on the enlarged diameter side, the annular flange portion 15b engaging with the edge of the circular hole 14a when fitted to the supporting plate 14. The male cone 16 has a grout hole 16a at the center, and the outer peripheral surface is formed by a taper surface having substantially the same inclination angle as the inner peripheral surface of the through hole 15a of the female cone 15. Further, the male cone 16 is provided with semi-circular holding grooves 16b for positioning and holding the PC steel wire B along the length direction of the outer peripheral surface, and the holding grooves 16b are spaced from each other around the axis. , And a plurality of PC steel wires B are formed in accordance with the number of insertions. The PC steel wire B is sandwiched between the holding groove 16b and the inner peripheral wall of the through hole 15a of the female cone 15.
[0016]
Now, in the present invention, the above-described PC steel wire fixing tool C is particularly provided with a grout cap 20 which covers the cover and liquid-tightly.
[0017]
The grout cap 20 according to the present invention is integrally formed using a transparent or translucent resin material, for example, a nylon resin. As shown in FIGS. 3 and 4, the side of the body 20a having the opening 21 into which the fixing device C is inserted is formed in a substantially truncated cone shape, and the side of the protruding end 20b is integrally connected in a hemispherical shape. It is formed into a hat shape as a whole.
[0018]
Further, on the outer peripheral surface of the grout cap 20, near the protruding end portion 20b of the body portion 20a, convex portions 20c having a flat surface are arranged in a line at intervals around an axis passing through the center of the opening 21. ing. Thereby, any one of the convex portions 20c is arbitrarily selected, and as shown by a dotted line in the figure, the screw hole 20d for connecting the grout inlet and the exhaust port can be post-processed. An annular fixing flange 20e is provided on the periphery of the opening 21, and a plurality of bolt holes 22 are provided in the flange 20e at intervals. Further, a large number of reinforcing ribs 20f are provided on the fixing flange 20e and are arranged radially. Note that an O-ring 23 is attached as a sealing material to the periphery of the fixing flange 20e near the opening 21.
[0019]
Now, the case where the prestressed PC member A is applied to fix the tensioned PC steel wire B using the PC steel wire fixing tool C will be described below with reference to FIGS. 1 to 4.
[0020]
In this case, in the present invention, before use, the grout cap 20 is provided with a convex portion 20c suitable as a position where the screw hole 20d is formed for connecting the grout inlet and the exhaust port, if necessary, in advance. select. Then, screw holes 20d are respectively formed in the arbitrarily selected convex portions 20c, and a grout injection pipe 25 made of, for example, a nipple and an exhaust pipe 26 are screwed into the screw holes 20d and connected in advance.
[0021]
At the construction site, the PC steel wire B is inserted through the hollow duct of the sheath tube 10, the female cone 15 is fitted into the circular hole 14a of the support plate 14, and the end of the plurality of PC steel wires B is inserted into the through hole 15a. Then, the male cone 16 is fitted into the through hole 15a of the female cone 15, and the PC steel wire B is fitted into each holding groove 16b to temporarily fix the end.
[0022]
Next, using a jack (not shown), the other end of the PC steel wire B fixed at one end is pulled and tensioned, and under a predetermined tension, the male cone 16 is pushed into the female cone 15 and the PC steel wire is pressed. Fix line B. After fixing to a predetermined tension state by the fixing tool C, the jack is removed.
[0023]
Thereafter, the grout cap 20 is put on the fixing tool C, and the fixing flange 20 e is fixed to the support plate 14 with the bolt 29 with the O-ring 23 interposed therebetween. Thereafter, grout is injected through the grout injection pipe 25 to fill the entire length of the sheath pipe 10.
[0024]
At the time of grout injection, the operator can visually check the grout injection state from outside through the grout cap 20 and confirm that the grout is injected without lack.
[0025]
Further, in the grout cap 20, especially since the protruding end portion 20 b is a hemispherical hat type, even if a high grout injection pressure [for example, 1.96 MPa (20 atm)] is generated in the grout cap 20, the inner wall of the cap may be formed. The pressure is not concentrated on a part of the surface, but is evenly distributed along the spherical surface. Therefore, it is possible to prevent deformation due to a high grout injection pressure.
[0026]
After the grout is injected, an embedded concrete 30 is separately poured into the mounting concave portion 12a of the PC member A, and the fixing tool C is covered and protected by the concrete 30. On the other hand, when the grout hardens in the sheath tube 10, the compressive force of the PC steel wire B is transmitted to the PC member A via the hardened grout and the sheath tube 10, and as a result, the PC member A has sufficient compression force against tensile stress. Prestress will be applied.
[0027]
In the PC member A thus obtained, the end of the PC steel wire B is cut off by the grout cap 20 to be isolated from the embedded concrete 30. Therefore, even if the embedded concrete 30 is cracked and rainwater or the like penetrates from the crack, , Does not reach the end of the PC steel wire B because it is blocked by the grout cap 20. As a result, corrosion and rust of the PC steel wire B are prevented, and problems such as a decrease in strength and breakage of the PC steel wire B can be prevented.
[0028]
By the way, in the illustrated embodiment described above, the O-ring 23 is attached to the grout cap 20 as a sealing material at the opening edge of the fixing flange 20e. However, in the present invention, as shown in FIG. 5, it is also possible to provide a structure in which the annular convex portion 20 g is integrally provided in the circumferential direction of the fixing flange portion 20 e by resin molding to improve the sealing property. As a result, the number of parts can be reduced and the cost can be reduced because no separate sealing material is used.
[0029]
In the illustrated embodiment described above, an example is shown in which the grout cap 20 of the present invention is applied to a construction method in which a plurality of PC steel wires B that are inserted through the sheath tube 10 and are tightened are held by the fixing tool C. However, the present invention does not exclude the same application to a construction method in which a PC steel wire B inserted and tensioned and held by a fixing tool C is similarly applied. is there.
[0030]
According to the present invention configured as described above, the following effects can be obtained.
[0031]
According to the present invention, the grout cap is formed of a resin material, and the resin grout cap is covered with the PC steel wire fixing tool to cover the PC steel wire in a liquid-tight manner. -Prevents the penetration of salt and the like, prevents corrosion and rust of the PC steel wire caused by such moisture and salt, etc., and as a result, reliably prevents problems such as reduced strength and breakage of the PC steel wire. be able to.
[0032]
Furthermore, since the grout cap according to the present invention is formed to be transparent or translucent so that the grout injection state can be visually recognized from the outside, when grout is injected, the operator can visually check the grout injection state from outside through the grip cap. Then, it can be confirmed that grout is injected without lack.
[0033]
In addition, the grout cap according to the present invention has a configuration in which the protruding end side is formed in a hemispherical shape and is integrally formed into a hat shape as a whole. Therefore, even if a high grout injection pressure is generated inside, the cap inner wall is formed. Since pressure is not concentrated on a part and is evenly distributed along the spherical surface, it can be prevented from being deformed by high grout injection pressure. As a result, prestress is properly applied to PC members. Can be provided.
[0034]
Moreover, according to the grout cap of the present invention, on the outer peripheral surface, a number of convex portions are arranged at intervals around the axis, and one of the convex portions is selected to connect the grout inlet and the exhaust port. In order to pre-stress the PC member, select a suitable convex part as a position for opening the grout inlet and exhaust port, and drill the screw hole as necessary in the prestressing work of the PC member. The grout injection pipe and the exhaust pipe can be screwed into these screw holes and connected in advance.
[Brief description of the drawings]
FIG. 1 is a partial sectional view showing an assembled state of a PC steel wire fixing device having a grout cap according to an embodiment of the present invention to a PC member.
FIG. 2 is a front view of a PC steel wire fixing device.
FIG. 3 is a longitudinal sectional view of a grout cap.
FIG. 4 is a side view of a grout cap.
FIG. 5 is a partial sectional view showing another sealing structure of the grout cap according to the present invention.
FIG. 6 is a partial sectional view showing an assembled state of a conventional PC steel wire fixing device to a PC member.
FIG. 7 is a front view of a conventional PC steel wire fixing device.
FIG. 8 is a partially enlarged front view of a conventional PC steel wire fixing device.
[Explanation of symbols]
A PC member B PC steel wire C PC steel wire anchor 10 Sheath tube 20 Grout cap 20b Head 20c Convex portion 20d Screw hole 20e Fixing flange 21 Opening

Claims (1)

PC部材に内設したシース管内に貫挿したPC鋼線の両端部を握持し、該PC鋼線を緊張状態に保持するPC鋼線定着具に被せて、該定着具を液密的に覆うグラウトキャップであって、
透明又は半透明の樹脂材料を用いて、前記定着具を入れる開口の周縁に固定用鍔部を設け、さらに突端部側を半球状に形成して全体にハット型に一体成形してなり、
外周面には、軸線周りに間隔をあけて凸状部を多数並べて形成し、それら凸状部のいずれかを選択して該凸状部にグラウト注入口および排気口連結用のねじ穴を後加工可能に構成してなることを特徴とする、PC鋼線定着具のグラウトキャップ。
The both ends of the PC steel wire inserted into the sheath pipe provided inside the PC member are gripped, and the PC steel wire is covered with a PC steel wire fixing device that holds the PC steel wire in a tensioned state, and the fixing device is liquid-tight. A grout cap to cover,
Using a transparent or translucent resin material, a fixing flange portion is provided on the periphery of the opening for inserting the fixing device, and the protruding end side is formed in a hemispherical shape and integrally molded into a hat shape as a whole,
On the outer peripheral surface, a number of convex portions are arranged at intervals around the axis, and one of the convex portions is selected, and a screw hole for connecting the grout inlet and the exhaust port is formed in the convex portion. A grout cap for a PC steel wire fixing tool, wherein the grout cap is configured to be machined.
JP2002295093A 2002-10-08 2002-10-08 PC steel wire fixing tool grout cap Expired - Fee Related JP3863476B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002295093A JP3863476B2 (en) 2002-10-08 2002-10-08 PC steel wire fixing tool grout cap

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002295093A JP3863476B2 (en) 2002-10-08 2002-10-08 PC steel wire fixing tool grout cap

Publications (2)

Publication Number Publication Date
JP2004131956A true JP2004131956A (en) 2004-04-30
JP3863476B2 JP3863476B2 (en) 2006-12-27

Family

ID=32285457

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002295093A Expired - Fee Related JP3863476B2 (en) 2002-10-08 2002-10-08 PC steel wire fixing tool grout cap

Country Status (1)

Country Link
JP (1) JP3863476B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007247267A (en) * 2006-03-16 2007-09-27 Shoki:Kk Cable protection sheath member to be embedded in bridge road and cable protection sheath to be embedded in bridge road
JP2013256797A (en) * 2012-06-12 2013-12-26 Sumitomo Denko Steel Wire Kk Anchorage structure of tendon
JP2019196604A (en) * 2018-05-08 2019-11-14 ジャパンライフ株式会社 Anchor hole closing member and handling method of anchor hole closing member
KR102146771B1 (en) * 2020-01-06 2020-08-24 주식회사 더빔에스아이 Psc beam with sheath closing plate and psc beam manufacturing method therewith

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007055878A1 (en) * 2007-12-19 2009-06-25 Hilti Aktiengesellschaft sealing

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007247267A (en) * 2006-03-16 2007-09-27 Shoki:Kk Cable protection sheath member to be embedded in bridge road and cable protection sheath to be embedded in bridge road
JP2013256797A (en) * 2012-06-12 2013-12-26 Sumitomo Denko Steel Wire Kk Anchorage structure of tendon
JP2019196604A (en) * 2018-05-08 2019-11-14 ジャパンライフ株式会社 Anchor hole closing member and handling method of anchor hole closing member
KR102146771B1 (en) * 2020-01-06 2020-08-24 주식회사 더빔에스아이 Psc beam with sheath closing plate and psc beam manufacturing method therewith

Also Published As

Publication number Publication date
JP3863476B2 (en) 2006-12-27

Similar Documents

Publication Publication Date Title
US4918887A (en) Protective tendon tensioning anchor assemblies
JPS5920615A (en) Fixer and connector for bundle stretching material for prestressed concrete
JP2013524040A (en) Sealing mechanism
JPH0240813B2 (en)
US7234280B2 (en) Device for anchoring prestressing reinforcements
JP2002235303A (en) Method for assembling and tensing tensed tension member, particularly diagonal cable for bracing-cable bridge and anchor device for executing its method
US20160168855A1 (en) Corrosion-protected tension member and plastically deformable disc of corrosion protection material for such a tension member
JP2006312822A (en) Anchoring structure of tendon
KR101052852B1 (en) Soil nail device using pc twisted steel wire and method for reinforcing ground using the same
JP2004131956A (en) Grout cap of pc wire anchorage
JP3592273B2 (en) Structure at the saddle outlet of diagonal cable
JP3194214U (en) Metal ground anchor
KR102292311B1 (en) Cable anchorage construction method for watertight device using double tube
JPH08165647A (en) Ground anchor construction method and its fixation member
JP4736060B2 (en) Inner nut assembly, anti-corrosion PC steel rod assembly and PC structure
JP2015229861A (en) Metallic ground anchor structure and installation method therefor
KR20110111905A (en) Saddle exit sturcture
EP1514981A1 (en) Stress end portion structure of prestressed concrete structure body and method of forming the stress end portion
JP2005207218A (en) Cable protecting and fixing method
JP3827609B2 (en) PC steel wire fixing tool grout cover
JP3543393B2 (en) How to stop the water at the anchor anchor length
GB2109437A (en) A structural member having a stressing element and a reinforcing element
JP3602124B1 (en) Cable protection and fixing method
JP3696608B2 (en) Rust prevention method for PC steel
JP4920348B2 (en) Fixing device for tendon and fixing method for tendon

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050407

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20050603

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20050606

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060703

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20060710

TRDD Decision of grant or rejection written
A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20060919

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060926

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060928

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101006

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101006

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111006

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121006

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131006

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees