JPH0412771B2 - - Google Patents

Info

Publication number
JPH0412771B2
JPH0412771B2 JP61226614A JP22661486A JPH0412771B2 JP H0412771 B2 JPH0412771 B2 JP H0412771B2 JP 61226614 A JP61226614 A JP 61226614A JP 22661486 A JP22661486 A JP 22661486A JP H0412771 B2 JPH0412771 B2 JP H0412771B2
Authority
JP
Japan
Prior art keywords
anchor
water
steel material
anchor plate
template
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP61226614A
Other languages
Japanese (ja)
Other versions
JPS6383317A (en
Inventor
Shigeru Hari
Kuniaki Sato
Akio Tomita
Shunichi Yamada
Masataka Fukushima
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP22661486A priority Critical patent/JPS6383317A/en
Publication of JPS6383317A publication Critical patent/JPS6383317A/en
Publication of JPH0412771B2 publication Critical patent/JPH0412771B2/ja
Granted legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は建物の水圧等による浮き上り、また
地震、風による転倒等を防止する目的でその下方
に埋設される地盤アンカーの頭部、すなわち建物
躯体における定着部に止水処理を施した、地盤ア
ンカー頭部定着部の止水構造に関するものであ
る。
[Detailed Description of the Invention] [Field of Industrial Application] This invention relates to the head of a ground anchor that is buried beneath a building for the purpose of preventing it from floating due to water pressure, etc., or from falling due to earthquakes or wind. The present invention relates to a water-stopping structure for a ground anchor head anchorage part in which a waterstop treatment is applied to the anchorage part in a building frame.

〔発明が解決しようとする問題点〕 建物下方の地中に地盤アンカーを埋設し、これ
に接続されるPC鋼材を緊張して建物の地震、水
圧等による転倒、浮き上り等を防止し、建物の安
定化を図ろうとする場合、PC鋼材に沿つて水が
上方へしみ上がつてくる恐れがあるためその定着
部には止水を施す必要がある。
[Problem to be solved by the invention] A ground anchor is buried in the ground below a building, and the prestressing steel material connected to it is tensed to prevent the building from falling or floating due to earthquakes, water pressure, etc. When attempting to stabilize the prestressing steel, there is a risk that water may seep upward along the prestressing steel, so it is necessary to provide a water stop at the anchorage.

ところで本発明の対象となるPC鋼材は1本ず
つその周囲をグリースとシースで包囲したり、樹
脂コーテイングする等防錆・防蝕のための保護が
施されたものである。
By the way, the PC steel materials that are the object of the present invention are protected against rust and corrosion, such as by surrounding each steel piece with grease and a sheath, or by coating it with a resin.

従来は構造躯体上面におけるアンカープレート
及びアンカーデイスクによるPC鋼材定着部の下
方にボツクス状の開口を設け、ここに止水ケース
を配置し、その下面と躯体間にシーリング材等を
充填して止水構造を形成しているが、この構造で
はPC鋼材に導入されるプレストレス力に対して
アンカープレート及びアンカーデイスクの曲げモ
ーメントで抵抗することになるため両部材は高強
度且つ大断面のものである必要があり、また止水
構造が定着部の下方に形成されるため施工が難し
い等の難点がある。
Conventionally, a box-shaped opening was provided below the anchor plate and anchor disk for fixing the PC steel on the upper surface of the structural frame, a water-stop case was placed here, and a sealant, etc. was filled between the lower surface and the frame to stop water. However, in this structure, the prestress force introduced into the prestressing steel material is resisted by the bending moment of the anchor plate and anchor disk, so both members are of high strength and large cross section. In addition, there are drawbacks such as difficulty in construction because the water-stopping structure is formed below the anchoring part.

この発明はこうした従来の止水構造の実情を踏
まえてなされたもので、PC鋼材を定着するアン
カープレートに止水を施すことにより簡易な止水
構造を形成しようとするものである。
This invention was made based on the actual situation of the conventional water-stopping structure, and aims to form a simple water-stopping structure by applying waterstop to the anchor plate to which the prestressing steel material is fixed.

〔問題点を解決するための手段〕[Means for solving problems]

本発明ではアンカープレートに止水ゴムを嵌め
込み、これをテンプレート及びアンカーデイスク
で圧縮することによつて止水構造の簡易化、設計
の合理化を図る。
In the present invention, water stop rubber is fitted into the anchor plate and compressed by a template and an anchor disk, thereby simplifying the water stop structure and rationalizing the design.

アンカープレートのPC鋼材が挿通される挿通
孔には上面側にテーパ状の、すなわち逆円錐台形
状の開口が設けられ、この開口のPC鋼材の周囲
に止水ゴムが嵌め込まれる。
The insertion hole through which the PC steel material of the anchor plate is inserted is provided with a tapered opening, that is, an inverted truncated conical shape, on the upper surface side, and a waterproof rubber is fitted around the PC steel material in this opening.

このアンカープレート上にテンプレート、アン
カーデイスクを相互部材間を密着させて積み重
ね、止水ゴムをアンカープレート及びテンプレー
トに圧着して拘束し、躯体上に止水構造を形成す
る。
The template and the anchor disk are stacked on the anchor plate with the members in close contact with each other, and the water stop rubber is pressed and restrained on the anchor plate and the template to form a water stop structure on the frame.

この止水構造下、すなわちアンカープレート下
のPC鋼材周面には高強度グラウト材が充填され、
これによつてPC鋼材に導入されるプレストレス
カに対しては固結した高強度グラウト材の反力で
抵抗できるためアンカープレート及びアンカーデ
イスクの応力負担は小さく、それらは圧縮を伝達
すればよい単純な応力伝達機能を有すればよく、
低強度、小断面のもので済むことになる。
The surrounding surface of the PC steel material under this water-stopping structure, that is, under the anchor plate, is filled with high-strength grout material.
As a result, the prestress stress introduced into the prestressing steel material can be resisted by the reaction force of the solidified high-strength grout material, so the stress burden on the anchor plate and anchor disk is small, and they can be easily fixed by simply transmitting compression. It suffices if it has a stress transmission function,
This means that a material with low strength and a small cross section will suffice.

〔実施例〕〔Example〕

以下本発明を一実施例を示す図面に基づいて説
明する。
The present invention will be explained below based on the drawings showing one embodiment.

この発明の止水構造は地盤アンカー1に接続さ
れたPC鋼材2の建物躯体Bにおける定着部Aに
止水処理を施したものである。
The water-stopping structure of the present invention is obtained by applying water-stopping treatment to the anchoring portion A of the building frame B of the PC steel material 2 connected to the ground anchor 1.

第1図に地盤アンカー1の設置例を示す。 Figure 1 shows an example of installing the ground anchor 1.

地盤アンカー1の頭部、すなわちPC鋼材2の
定着部AにおいてはPC鋼材2は第2図のように
下方からアンカープレート3、テンプレート4、
アンカーデイスク5を積み重ねることにより定着
される。
At the head of the ground anchor 1, that is, the anchoring part A of the prestressed steel material 2, the prestressed steel material 2 is attached to the anchor plate 3, template 4,
It is fixed by stacking the anchor disks 5.

第3図、第4図はそれぞれアンカープレート
3、アンカーデイスク5を示したものである。
3 and 4 show the anchor plate 3 and anchor disk 5, respectively.

アンカープレート3の挿通孔3aには上面側に
広がるテーパ状の開口3a′が形成され、ここに第
5図に示す内面が液状凹凸をなすリング状の止水
ゴム6が嵌め込まれる。
A tapered opening 3a' expanding upward is formed in the insertion hole 3a of the anchor plate 3, into which a ring-shaped water stop rubber 6 whose inner surface has liquid irregularities as shown in FIG. 5 is fitted.

またアンカープレート3の下面には躯体Bと
PC鋼材2挿通部分とを仕切るパイプ7が接合さ
れ、このパイプ7の内部にグラウト材8が充填さ
れる。ただし、この施工は躯体Bより先にPC鋼
材2をセツトする等の施工手順によつては省略さ
れることもある。
Also, on the bottom surface of the anchor plate 3, there is a frame B.
A pipe 7 that partitions the prestressed steel material 2 through the insertion portion is joined, and the inside of this pipe 7 is filled with grout material 8. However, this construction may be omitted depending on the construction procedure, such as setting the prestressing steel material 2 before building frame B.

アンカーデイスク5の挿通孔5aは第4図に示
すようにそれぞれ上面側、下面側からテーパ状に
明けられ、上面側にはPC鋼材2を定着する埋込
みグリツプ9が埋め込まれ、下面側は後述する防
錆オイルのオイル溜りとなる。
As shown in FIG. 4, the insertion holes 5a of the anchor disk 5 are tapered from the top side and the bottom side, respectively, and an embedded grip 9 for fixing the PC steel material 2 is embedded in the top side, and the bottom side will be described later. It becomes an oil reservoir for rust prevention oil.

このオイル溜りによつて止水構造は万一止水ゴ
ムから水がしみ上がつた場合に上下の圧力差とオ
イル・水の比重差により水をオイル溜り内に閉じ
込める構造となつている。
The water stop structure uses this oil reservoir so that in the unlikely event that water seeps up from the water stop rubber, the water will be trapped in the oil reservoir due to the pressure difference between the top and bottom and the difference in specific gravity of oil and water.

以上の形状のアンカープレート3及びアンカー
デイスク5を、間にテンプレート4を介し、相互
部材間を密着させて積み重ね、止水ゴム6をアン
カープレート3、テンプレート4に圧着して止水
構造を形成する。
The anchor plate 3 and the anchor disk 5 having the above shapes are stacked with the template 4 interposed between them, and the members are brought into close contact with each other, and the water stop rubber 6 is pressed onto the anchor plate 3 and the template 4 to form a water stop structure. .

ところでPC鋼材2のシース2aの端部は図示
するようにアンカープレート3等を積み重ねたと
きアンカーデイスク5の埋込みグリツプ9より下
方の中途に位置し、止水ゴム6は開口3a′のシー
ス2a周囲に埋め込まれる。
By the way, the end of the sheath 2a of the PC steel material 2 is located halfway below the embedded grip 9 of the anchor disk 5 when the anchor plates 3 etc. are stacked as shown in the figure, and the water stop rubber 6 is located around the sheath 2a of the opening 3a'. embedded in.

止水構造の外側には第2図のように止水キヤツ
プ10を被せ、その内部に防錆オイルを注入して
止水構造に防錆処理を施す。
A water stop cap 10 is placed on the outside of the water stop structure as shown in FIG. 2, and anticorrosion oil is poured into the inside of the cap 10 to apply rust prevention treatment to the water stop structure.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の通りであり、躯体上に単にア
ンカープレートを重ねるだけで止水構造を形成す
るものであるため構造が単純化され、特に止水ゴ
ムは上方から差し込むだけで取り付けられるので
施工性が良好である。しかもアンカープレートに
嵌め込まれた止水ゴムは上からテンプレートで圧
縮されると全方向がすべて鋼製であるので拘束さ
れPC鋼線をまわりから拘束するようになり止水
効果が高まる。
This invention is as described above, and the structure is simplified because the water-stopping structure is formed by simply stacking the anchor plates on the building frame.In particular, the water-stopping rubber can be attached by simply inserting it from above, making it easier to install. is good. Furthermore, when the water stop rubber fitted into the anchor plate is compressed from above by the template, it is restrained in all directions since it is made of steel, and the PC steel wire is restrained from the surroundings, increasing the water stop effect.

またテンプレート4はPC鋼材を緊張すること
によつて自動的に圧縮されるので特別な締めつけ
用のボルト等は不要である。
Further, since the template 4 is automatically compressed by tensioning the PC steel material, there is no need for special tightening bolts or the like.

また止水ゴムの形状は内面が液状凹凸であり
PC鋼材に対しては止水ゴムが線状に接触してお
さえつけるので止水効果が高い。
In addition, the shape of the water stop rubber is that the inner surface is liquid-like unevenness.
The water-stopping rubber is in linear contact with the PC steel material and holds it down, so it has a high water-stopping effect.

またアンカープレート下にはグラウト材が充填
されるのでこれが直接PC鋼材の引張力に抵抗す
ることになり、アンカープレート、アンカーデイ
スク等の応力負担が小さく、従つてこれらは小断
面、もしくは低強度のもので足り、コストダウン
を図ることができる。
In addition, since the grout material is filled under the anchor plate, it directly resists the tensile force of the prestressing steel material, and the stress burden on the anchor plate, anchor disk, etc. is small. It is possible to reduce costs by using only one item.

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

第1図は地盤アンカーの設置状態を示した断面
図、第2図は本発明の実施例を示した断面図、第
3図、第4図はそれぞれアンカープレート、アン
カーデイスクを示したもので、,は断面図、
は平面図、第5図は止水ゴムを示した断面図で
ある。 A……定着部、B……躯体、1……地盤アンカ
ー、2……PC鋼材、2a……シース、3……ア
ンカープレート、3a……挿通孔、3a′……開
口、4……テンプレート、5……アンカーデイス
ク、5a……挿通孔、6……止水ゴム、7……パ
イプ、8……グラウト材、9……埋込みグリツ
プ、10……止水キヤツプ。
Fig. 1 is a sectional view showing the installed state of the ground anchor, Fig. 2 is a sectional view showing an embodiment of the present invention, and Figs. 3 and 4 show an anchor plate and an anchor disk, respectively. , is a cross-sectional view,
5 is a plan view, and FIG. 5 is a sectional view showing the water stop rubber. A... Anchoring part, B... Frame, 1... Ground anchor, 2... PC steel material, 2a... Sheath, 3... Anchor plate, 3a... Insertion hole, 3a'... Opening, 4... Template , 5... anchor disk, 5a... insertion hole, 6... water stop rubber, 7... pipe, 8... grout material, 9... embedded grip, 10... water stop cap.

Claims (1)

【特許請求の範囲】[Claims] 1 建物下の地中に埋設される地盤アンカーに接
続されたPC鋼材を、それぞれに挿通孔が明けら
れ、下方から順次積み重ねられるアンカープレー
ト、テンプレートおよびアンカーデイスクに挿通
して建物躯体に定着してなるPC鋼材定着部の止
水構造であり、アンカープレートの挿通孔に上面
側に広がるテーパ状の開口が設けられており、開
口のPC鋼材周囲に内面が波状凹凸をなすリング
状の止水ゴムを嵌め込み、アンカープレート上に
テンプレートおよびアンカーデイスクを相互部材
間を密着させて積み重ね、止水ゴムをアンカープ
レートおよびテンプレートに圧着して拘束してな
る地盤アンカー頭部定着部の止水構造。
1. The PC steel material connected to the ground anchor buried underground under the building is inserted into the anchor plates, templates, and anchor disks, which each have an insertion hole and are stacked one after another from the bottom, and is fixed to the building frame. This is a water-stopping structure for the anchoring part of the PC steel material, in which the insertion hole of the anchor plate is provided with a tapered opening that spreads toward the upper surface side, and a ring-shaped water-stopping rubber whose inner surface is wavy and uneven is provided around the opening of the PC steel material. A water-stopping structure for a ground anchor head fixing part, which is formed by fitting a template and an anchor disk onto an anchor plate with their members in close contact with each other, and pressing and restraining water-stopping rubber onto the anchor plate and template.
JP22661486A 1986-09-25 1986-09-25 Cut-off mechanism at setting section of ground anchor head section Granted JPS6383317A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22661486A JPS6383317A (en) 1986-09-25 1986-09-25 Cut-off mechanism at setting section of ground anchor head section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22661486A JPS6383317A (en) 1986-09-25 1986-09-25 Cut-off mechanism at setting section of ground anchor head section

Publications (2)

Publication Number Publication Date
JPS6383317A JPS6383317A (en) 1988-04-14
JPH0412771B2 true JPH0412771B2 (en) 1992-03-05

Family

ID=16847960

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22661486A Granted JPS6383317A (en) 1986-09-25 1986-09-25 Cut-off mechanism at setting section of ground anchor head section

Country Status (1)

Country Link
JP (1) JPS6383317A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63265053A (en) * 1987-04-21 1988-11-01 住友電気工業株式会社 Anti-corrosion structure for the anchorage of unbonded PC steel strands
JPH0621952Y2 (en) * 1990-03-19 1994-06-08 建設基礎エンジニアリング株式会社 Anchor head processing structure
ES2642193T3 (en) * 2012-12-18 2017-11-15 Wobben Properties Gmbh Anchoring, tensioning device, wind power installation and procedure for tensile tension of traction cables in an anchor
KR101994875B1 (en) * 2017-03-28 2019-07-04 다올이앤씨 주식회사 Anchorage apparatus for corrosion protection of steel strand

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61191720A (en) * 1985-01-23 1986-08-26 Sumitomo Electric Ind Ltd Corrosion prevention method for cable anchorage

Also Published As

Publication number Publication date
JPS6383317A (en) 1988-04-14

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