JPS61130521A - Anchor head - Google Patents

Anchor head

Info

Publication number
JPS61130521A
JPS61130521A JP24967584A JP24967584A JPS61130521A JP S61130521 A JPS61130521 A JP S61130521A JP 24967584 A JP24967584 A JP 24967584A JP 24967584 A JP24967584 A JP 24967584A JP S61130521 A JPS61130521 A JP S61130521A
Authority
JP
Japan
Prior art keywords
hole
plate
anchor
tension member
center
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
JP24967584A
Other languages
Japanese (ja)
Other versions
JPH059573B2 (en
Inventor
Haruo Marutani
丸谷 治雄
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.)
KOKUDO BOSAI GIJUTSU KK
Original Assignee
KOKUDO BOSAI GIJUTSU KK
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 KOKUDO BOSAI GIJUTSU KK filed Critical KOKUDO BOSAI GIJUTSU KK
Priority to JP24967584A priority Critical patent/JPS61130521A/en
Publication of JPS61130521A publication Critical patent/JPS61130521A/en
Publication of JPH059573B2 publication Critical patent/JPH059573B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/808Ground anchors anchored by using exclusively a bonding material

Abstract

PURPOSE:To regulate the head of an anchor in conformity with the conditions of construction site by a method in which a hole for tension member and a coupler are provided for the anchor plate, and an adjust plate with a hole for tension member and a clamp metal are also provided to the plate. CONSTITUTION:A tension member hole 21 and an injection hole 12 are drilled in an anchor plate 1. A tension member hole 21 is also drilled in the center of an adjust plate 2, whose one side is of a tapered groove pitch 23. The adjust plate 2 is lapped on the plate 1 and coupled with a coupler 13, and a tension member is passed through the center of a tube 71 and regulated to keep it almost vertical. The tension member can thus be tensed at the center of the anchor hole and the tube 71, and its angle can be easily adjusted without the needs to slide the adjusting plates.

Description

【発明の詳細な説明】 本発明は、アンカー頭部、詳しくはmanからの力を原
理なく引張aに伝えるために設けられるアンカー頭部に
関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an anchor head, and more particularly to an anchor head provided for transmitting force from a man to a tension a without principle.

一般に引張材を構造物に穴口して引張材に引張り敷 力を伝えるとともにアンカーの集中的な力を分!シて糞
遺物に伝達しなければならない、そのためには謂遺物か
らの力をアンカーの設二号向に対して一致さぜなければ
ならないが、現実には現筋の諸条件によって一致させる
ことが容易でない。
Generally, the tensile material is drilled into the structure to transmit the tensile laying force to the tensile material and also to distribute the concentrated force of the anchor! In order to do this, the force from the so-called relic must be matched to the direction in which the anchor is set, but in reality, it is not possible to do so due to the current conditions. It's not easy.

従来、アンカー頭部は、台座、アンカープレートおよび
引張材締付金具より構成され、台座は現場のM条体にあ
わせて腸起こlノ材とブラケット、またはコンクリート
によってつくられている。
Conventionally, an anchor head is composed of a pedestal, an anchor plate, and a tension member fastening fitting, and the pedestal is made of raised lumber and brackets or concrete to match the M-strip body at the site.

本発明の目前は、予め工励で規格化されたアンカープレ
ートとアジャスト・プレートをと凸しておき、溝筋で厖
工時のW!I!件にあわせてアンカープレート、アジャ
スト・プレートおよび引張材締付金具を月いて調整でき
るようにしたアンカーVGi&を提供することにある。
In the present invention, the anchor plate and adjustment plate, which are standardized in advance during construction, are made convex and grooved to ensure W during construction. I! An object of the present invention is to provide an anchor VGi& in which an anchor plate, an adjustment plate, and a tension material tightening fitting can be adjusted according to the situation.

本発明を四面にしたがって詳細に辺明するが、本発明は
これらの図面に限定されるものではない。
Although the present invention will be explained in detail according to four aspects, the present invention is not limited to these drawings.

lはアンカープレートであって、引W$fそう通孔/l
とセメント ミルク注入a/2がそれぞれ貫通されてお
り、その−図にはアンカー孔の孔壁に係止する係止部$
f13が、そしてその他面にはアジャスト・プレートの
固定f@M材/弘がそれぞれ突設されている。係止部材
13は、引張材そう通孔//と同も円状であって、アン
カー孔と酪一致す状の宜上片がプレート面に対して賂垂
直に突設されている。
l is the anchor plate, and the through hole/l
and cement milk injection a/2 are penetrated, respectively, and the figure shows the locking part that locks on the hole wall of the anchor hole.
f13, and the fixing f@M material/Hiroshi of the adjustment plate protrudes from the other surfaces. The locking member 13 has a circular shape similar to the tensile member through hole, and has a top piece that is aligned with the anchor hole and projects perpendicularly to the plate surface.

2はアジャスト・プレートであって、そと中央である。2 is an adjustment plate, which is located at the center.

その周辺にはt!i1部または切欠部22が設けられ、
アンカープレート/の固定層部材/4(と係合するよう
になっている。
Around it there is t! i1 part or notch part 22 is provided,
It is adapted to engage with the fixed layer member /4 of the anchor plate /.

本発明の作用、使用法についてのべる。The function and usage of the present invention will be described.

土層および基岩乙を削孔ねにより閉孔して一次削孔篤≠
を形成し、ついで基きりを削孔し)つ拡孔ビットで拡孔
して菰孔部5を形成する。
Close the soil layer and base rock by drilling and complete the primary drilling≠
is formed, and then a base hole is drilled) and the hole is enlarged with a hole-expanding bit to form the bulge hole portion 5.

引張材≦の一端に定着アシ力t≠ちづいてパッカー≦2
、へだててスペーサー≦3をそれぞれ取付ける。拡孔M
!を洗浄したのち、アンカー定曽体61をそう入し受圧
盤7にアンカープレートlを当接するとともに保孔c1
7/のα面に係上部材通孔//にそう通し、その上にア
ジャスト プレかさねあ 一トを叶幣仔寸わせて引張材≦が保孔[7/の中心を通
り、かつアジャスト・プレートλの上面に対して!5垂
直になるようにf7整する。ついでグラウトを注入し、
耐力をmVしたのち、ジヤツキで引張U3を緊張してナ
ツト、クサビなどの口付会具乙矢により引張材6をα荷
物(受圧G)7に定着する。
Tensile material≦Fixing force t≠Pucker≦2 at one end
, separate them and install spacers ≦3. Expanding hole M
! After washing, insert the anchor constant body 61 and abut the anchor plate l against the pressure receiving plate 7, and at the same time, press the hole retaining plate c1.
Pass the α side of 7 through the hanging member through hole //, place the adjust pre-cover hole on top of it, and make sure that the tensile material ≦ passes through the center of 7 and the adjust Against the top surface of plate λ! 5 Adjust f7 so that it is vertical. Then inject grout,
After reducing the proof stress to mV, tension U3 is tightened with a jack and the tension member 6 is fixed to the α load (pressure receiving G) 7 using a fitting tool such as a nut or wedge.

本発明によれば、傾斜定着になった場合、台座を使用す
ることなく、アジャスト−プレートを用いることにより
#J造体定着面とアンカー軸方向とをg易に;整し、ア
ンカー孔、保孔管の中lうに引張材を位置させて緊張で
きる、 係止M訂があるのでアンカープレートをアンカ
ー孔、保孔督に係止して構造物(受圧V)に設口しやす
い、 固定部aがあるので、アジャスト・プレートが回
転せれているのでアジャスト−プレートが互いにすべら
ず、角度調整がG易二あるなどσれた作用効果をムする
According to the present invention, in the case of inclined fixation, by using an adjustment plate without using a pedestal, the #J structure fixing surface and the anchor axis direction can be easily aligned, and the anchor hole and maintenance A tensioning member can be placed in the hole pipe and tensioned. Since there is a locking M version, it is easy to lock the anchor plate to the anchor hole or hole maintenance director and install it in a structure (pressure receiving V). Since the adjustment plate is rotated, the adjustment plates do not slide against each other, and the angle adjustment is performed with ease.

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

る、lEJIMは本発明のアンカープレートの他の実施
例であって、その側面図を示す。 gl1図は本発明のアジャスト・プレートを示しl:ア
ンカープレート 2ニアジヤスト・プレート
1EJIM is another embodiment of the anchor plate of the present invention, and shows a side view thereof. gl1 Figure shows the adjust plate of the present invention l: Anchor plate 2 Near adjust plate

Claims (1)

【特許請求の範囲】 引張材そう通孔と、一面に該引張材そう通孔の中心から
所定の間隔をへだてて立設され、アンカー孔または保孔
管の壁面に係止する係止部材とを有するアンカープレー
ト、 引張材そう通孔を有し、少なくとも一面がテーパー状で
あるアジャスト・プレート、 および引張材の端部に締付けられる締付け金具より構成
されてなることを特徴とするアンカー頭部。
[Scope of Claims] A tensile material through hole, and a locking member that is erected on one side at a predetermined distance from the center of the tensile material through hole and that is locked to the wall surface of an anchor hole or a hole storage tube. An anchor head comprising: an anchor plate having a tensile member; an adjustment plate having a through hole for the tension member and having at least one side tapered; and a fastening fitting that is tightened to the end of the tension member.
JP24967584A 1984-11-28 1984-11-28 Anchor head Granted JPS61130521A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24967584A JPS61130521A (en) 1984-11-28 1984-11-28 Anchor head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24967584A JPS61130521A (en) 1984-11-28 1984-11-28 Anchor head

Publications (2)

Publication Number Publication Date
JPS61130521A true JPS61130521A (en) 1986-06-18
JPH059573B2 JPH059573B2 (en) 1993-02-05

Family

ID=17196530

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24967584A Granted JPS61130521A (en) 1984-11-28 1984-11-28 Anchor head

Country Status (1)

Country Link
JP (1) JPS61130521A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06257145A (en) * 1993-03-09 1994-09-13 Katsumura Kensetsu Kk Fixing construction method for ground anchor
GB2504391A (en) * 2012-06-11 2014-01-29 Babcock Power Services Inc Fluid conveyor aeration elbow

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06257145A (en) * 1993-03-09 1994-09-13 Katsumura Kensetsu Kk Fixing construction method for ground anchor
GB2504391A (en) * 2012-06-11 2014-01-29 Babcock Power Services Inc Fluid conveyor aeration elbow
GB2504391B (en) * 2012-06-11 2018-05-09 Babcock Power Services Inc Fluid conveyor aeration elbow

Also Published As

Publication number Publication date
JPH059573B2 (en) 1993-02-05

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Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term