JPH0340914Y2 - - Google Patents

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Publication number
JPH0340914Y2
JPH0340914Y2 JP1622686U JP1622686U JPH0340914Y2 JP H0340914 Y2 JPH0340914 Y2 JP H0340914Y2 JP 1622686 U JP1622686 U JP 1622686U JP 1622686 U JP1622686 U JP 1622686U JP H0340914 Y2 JPH0340914 Y2 JP H0340914Y2
Authority
JP
Japan
Prior art keywords
cylindrical body
cylindrical
anchor
circumferential surface
cylinder
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
Application number
JP1622686U
Other languages
Japanese (ja)
Other versions
JPS62143746U (en
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 filed Critical
Priority to JP1622686U priority Critical patent/JPH0340914Y2/ja
Publication of JPS62143746U publication Critical patent/JPS62143746U/ja
Application granted granted Critical
Publication of JPH0340914Y2 publication Critical patent/JPH0340914Y2/ja
Expired legal-status Critical Current

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

Description

【考案の詳細な説明】 産業上の利用分野 この考案は定着アンカーに関するものである。[Detailed explanation of the idea] Industrial applications This invention relates to anchoring anchors.

従来技術 定着アンカーとして円柱状のコンクリート製の
幹体にPC鋼材先端を固定し、削孔内にてグラウ
ト材によつて定着するものが開発されている。
Prior Art An anchor has been developed in which the tip of a PC steel material is fixed to a cylindrical concrete trunk body, and the anchor is anchored in a drilled hole using grouting material.

このような定着アンカーとしての問題点は、永
久用アンカーとして使用する場合、コンクリート
製の幹体であると耐圧強度が充分でなく、充分な
信頼が置けないことである。
The problem with such fixed anchors is that when used as permanent anchors, concrete trunks do not have sufficient pressure resistance and are not reliable.

このような問題点を解決するために鋳物製の筒
体にPC鋼材を固定した定着アンカーが考えられ
る。
In order to solve these problems, a fixing anchor with prestressed steel fixed to a cast cylinder may be considered.

鋳物製の耐圧強大なる筒体によつて信頼性の高
いアンカーとなる。
The cast iron cylindrical body has high pressure resistance, making it a highly reliable anchor.

この考案が解決すべき問題点 このような定着アンカーにおいて所望の定着長
を得るために、複数の筒体を連結することが考え
られるが、筒体が鋳物製であつて降伏点強度を上
げた材質であるため、溶接で行なうジヨイントは
筒体の材質変化を起こし、所要の耐力と品質特性
を満足させることができないという問題がある。
Problems to be solved by this invention In order to obtain the desired anchorage length in such anchoring anchors, it is conceivable to connect multiple cylindrical bodies, but the cylindrical bodies are made of cast metal and the yield strength is increased Due to the nature of the material, joints made by welding cause changes in the material of the cylindrical body, making it impossible to satisfy the required yield strength and quality characteristics.

一方、筒体相互をカツプラーによつて連結する
方法は、雄ねじを螺設した分、筒体の肉厚が薄く
なつて筒体の耐力が低下するという問題がある。
On the other hand, the method of connecting the cylindrical bodies with each other using a coupler has a problem in that the wall thickness of the cylindrical body becomes thinner due to the provision of the male thread, and the yield strength of the cylindrical body decreases.

問題点を解決するための手段 この考案にかかる定着アンカーは、外周面に突
部を有する円筒状の鋳物製の筒体の端部に、突部
の高さ以下の雄ねじを外周面から突出して螺設
し、該雄ねじに螺合したカツプラーによつて複数
の筒体を連結し、該筒体にPC鋼材端部を定着し
て削孔内に埋設するものである。
Means for Solving the Problems The fixing anchor according to this invention has a cylindrical cast body having a protrusion on its outer circumferential surface, and a male screw having a height equal to or less than the protrusion protrudes from the outer circumference at the end of the body. A plurality of cylindrical bodies are connected by a coupler screwed onto the male thread, and the ends of the PC steel material are fixed to the cylindrical bodies and buried in the drilled hole.

実施例 以下図に示す一実施例に基づき、この考案を詳
細に説明する。
Embodiment This invention will be described in detail below based on an embodiment shown in the drawings.

図において1は鋳物製の筒体である。筒体は円
筒状であつて、外周面と内周面に凹凸が形成され
ている。外周面には互いに交叉する二条のら旋状
の突部2,2が突設されて凹凸となつている。ま
た筒体1の一端は支圧壁3によつて塞がれて、該
支圧壁3には緊張鋼材挿通孔4が複数穿設されて
いる。
In the figure, 1 is a cylindrical body made of cast iron. The cylinder has a cylindrical shape, and irregularities are formed on the outer circumferential surface and the inner circumferential surface. Two spiral protrusions 2, 2 intersecting with each other are protruded on the outer circumferential surface to form an uneven surface. Further, one end of the cylindrical body 1 is closed by a bearing pressure wall 3, and a plurality of tension steel insertion holes 4 are bored in the bearing pressure wall 3.

筒体1の支圧壁3とは反対側の端部には、外周
面に突部2の高さ以下の雄ねじ12が突出して螺
設されている。
At the end of the cylindrical body 1 on the side opposite to the bearing pressure wall 3, a male thread 12 having a height equal to or less than the height of the protrusion 2 is protruded and screwed onto the outer circumferential surface.

筒体1にカツプラー13によつて別体の筒体1
が連結されている。カツプラー13は円筒状であ
つて、内周面に長手方向中間部から螺設方向が逆
となる雌ねじ14が螺設されている。
A separate cylinder 1 is attached to the cylinder 1 by a coupler 13.
are connected. The coupler 13 has a cylindrical shape, and has a female thread 14 threaded in the opposite direction from the middle part in the longitudinal direction on its inner circumferential surface.

カツプラー13の外周面には中心線と平行な溝
15が複数凹設されている。このような構成のカ
ツプラー13の雌ねじ14に筒体1,1端部の雄
ねじ12,12を螺合して連結するものである。
A plurality of grooves 15 parallel to the center line are formed on the outer peripheral surface of the coupler 13. The male threads 12, 12 at the ends of the cylindrical bodies 1, 1 are screwed into the female threads 14 of the coupler 13 having such a structure to connect them.

該筒体1内にアンボンドシース5内に挿通され
た緊張鋼材6が挿入されている。アンボンドシー
ス5としてポはポエチレンシース等が採用され、
緊張鋼材6としてはPC鋼棒、PC鋼線、PC鋼よ
り線等が採用可能である。
A tension steel material 6 inserted into the unbonded sheath 5 is inserted into the cylindrical body 1. A polyethylene sheath or the like is adopted as the unbonded sheath 5,
As the tension steel material 6, a PC steel bar, a PC steel wire, a PC steel stranded wire, etc. can be adopted.

緊張鋼材6の先端が筒体1の緊張鋼材挿通孔4
から外側に突出させられて、圧縮マンシヨン7に
よつて定着されている。
The tip of the tension steel material 6 is inserted into the tension steel material insertion hole 4 of the cylindrical body 1.
It is made to protrude outward from and is fixed by the compression apartment 7.

筒体1内にはモルタル、コンクリート等の硬化
材8が充填されて幹体Aが形成されている。
A trunk body A is formed by filling the cylinder 1 with a hardening material 8 such as mortar or concrete.

この幹体Aが地中の削孔9内に位置されて削孔
9内にモルタル或いはコンクリート等のグラウト
材10が注入されている。
This trunk body A is located in a hole 9 in the ground, and a grout material 10 such as mortar or concrete is injected into the hole 9.

カツプラー13の外周面に溝15が凹設されて
いるため、グラウト材10は溝15を通つて削孔
9底部に流下する。
Since the groove 15 is recessed in the outer peripheral surface of the coupler 13, the grout material 10 flows down through the groove 15 to the bottom of the drilled hole 9.

以上のような定着アンカーにおいて、緊張鋼材
6を緊張してプレストレス力を導入した場合、幹
体A外周の凹凸にようてグラウト材10に定着さ
れているため、大きな荷重に耐え得ることができ
る。
In the anchoring anchor as described above, when a prestressing force is introduced by tensioning the tension steel material 6, it is able to withstand a large load because it is anchored to the grout material 10 along the unevenness of the outer periphery of the trunk body A. .

また幹体Aは、筒体1内周面にも突部2を突し
ておけば、硬化材8との付着も良好で強固な幹体
Aとなる。
Further, if the trunk body A has the protrusion 2 protruding also on the inner circumferential surface of the cylindrical body 1, the trunk body A will have good adhesion with the hardening material 8 and will be strong.

この考案は以上のような構成であるが、その他
第4図に示すように緊張鋼材6の先端をアンボン
ドシース5から剥き出しにしておき、筒体1内の
硬化材8内に固着して定着してもよい。
This invention has the above-mentioned structure, but as shown in FIG. You can.

また、筒体1内に硬化材8を充填せずに、単に
圧縮マンシヨン7によつて筒体1に緊張鋼材6を
定着した幹体Aを使用してもよい。
Alternatively, the trunk body A may be used in which the tension steel material 6 is simply fixed to the cylinder body 1 by the compression apartment 7 without filling the hardening material 8 into the cylinder body 1.

考案の効果 この考案にかかる定着アンカーは以上のような
構成を有するため、以下のような効果を得ること
ができる。
Effects of the invention Since the fixing anchor according to the invention has the above-described configuration, the following effects can be obtained.

○イ 緊張鋼材は耐圧強大な鋳物製筒体に定着した
ため、アンカー引張力が筒体に伝達され、信頼
性の高い圧縮型の定着アンカーとなる。
○B Since the tension steel material is fixed in a cast cylinder with strong pressure resistance, the anchor tensile force is transmitted to the cylinder, making it a highly reliable compression type fixed anchor.

○ロ 筒体は鋳物製であるため、設計通りの肉厚と
することができ、強度に信頼性の高い定着アン
カーとなる。
○B Since the cylindrical body is made of cast metal, it can be made as thick as designed, making it a strong and reliable fixing anchor.

○ハ 筒体は鋳物製であり、筒体表面に凸部を容易
に成形でき、グラウト材と良好に固着可能とな
る。
○C The cylindrical body is made of cast metal, and convex portions can be easily formed on the surface of the cylindrical body, allowing for good adhesion to the grout material.

○ニ 筒体外周面に突部以下の高さの雄ねじを突設
してカツプラーによつて連結したため、筒体の
雄ねじを螺設した部分も肉厚は薄くならずに有
効断面積の低下がなく、複数の筒体によつて定
着面積の大きな且つ強度低下のない幹体とな
る。
○D Because a male thread with a height equal to or less than the protrusion was provided on the outer circumferential surface of the cylinder and connected by a coupler, the wall thickness of the part of the cylinder where the male thread was screwed did not become thinner and the effective cross-sectional area did not decrease. The plurality of cylindrical bodies provides a main body with a large fixing area and no decrease in strength.

○ホ カツプラーは筒体を直接地盤にふれさせない
スペーサーとしての役目もはたすことができる
ので、筒体はグラウト材内に充分埋設して品質
の高いアンカー体を作ることができる。
○The cut puller can also serve as a spacer to prevent the cylinder from directly touching the ground, so the cylinder can be sufficiently buried in the grout to create a high-quality anchor body.

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

第1図はこの考案にかかる定着アンカーの筒体
の連結部の一部切欠き側面図、第2図はカツプラ
ーの斜視図、第3図及び第4図は幹体の縦断面
図、第5図は定着アンカーの説明図、第6図は削
孔内の定着アンカーの断面図である。 A……幹体、1……筒体、2……突部、3……
支圧壁、4……緊張鋼材挿通孔、5……アンボン
ドシース、6……緊張鋼材、7……圧縮マンシヨ
ン、8……硬化材、9……削孔、10……グラウ
ト材、12……雄ねじ、13……カツプラー、1
4……雌ねじ、15……溝。
Fig. 1 is a partially cutaway side view of the connecting portion of the cylindrical body of the fixing anchor according to this invention, Fig. 2 is a perspective view of the coupler, Figs. 3 and 4 are longitudinal sectional views of the trunk body, and Fig. 5 The figure is an explanatory diagram of the fixing anchor, and FIG. 6 is a cross-sectional view of the fixing anchor in a drilled hole. A... Trunk body, 1... Cylindrical body, 2... Protrusion, 3...
Bearing wall, 4... Tension steel material insertion hole, 5... Unbonded sheath, 6... Tension steel material, 7... Compression apartment, 8... Hardened material, 9... Hole drilling, 10... Grout material, 12... ...Male thread, 13...Cup puller, 1
4...female thread, 15...groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 外周面に突部を有する円筒状の鋳物製の筒体端
部に、突部の高さ以下の雄ねじを外周面から突出
して螺設し、該雄ねじに螺合したカツプラーによ
つて複数の筒体を連結し、該筒体にPC鋼材端部
を定着して削孔内に埋設したことを特徴とする定
着アンカー。
A male thread with a height equal to or less than the height of the protrusion is screwed into the end of a cylindrical cast body having a protrusion on the outer circumferential surface, protruding from the outer circumferential surface, and a coupler screwed onto the male thread is used to connect a plurality of cylinders. 1. A fixing anchor, characterized in that the cylindrical body is connected to the cylindrical body, the end of a prestressed steel material is fixed to the cylindrical body, and the anchor is buried in a drilled hole.
JP1622686U 1986-02-06 1986-02-06 Expired JPH0340914Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1622686U JPH0340914Y2 (en) 1986-02-06 1986-02-06

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1622686U JPH0340914Y2 (en) 1986-02-06 1986-02-06

Publications (2)

Publication Number Publication Date
JPS62143746U JPS62143746U (en) 1987-09-10
JPH0340914Y2 true JPH0340914Y2 (en) 1991-08-28

Family

ID=30807888

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1622686U Expired JPH0340914Y2 (en) 1986-02-06 1986-02-06

Country Status (1)

Country Link
JP (1) JPH0340914Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4525990B2 (en) * 1998-11-24 2010-08-18 岡部株式会社 Self-drilling lock bolt coupler
JP7028817B2 (en) * 2019-03-11 2022-03-02 東興ジオテック株式会社 Slope collapse prevention reinforcement body and slope collapse prevention reinforcement method using this

Also Published As

Publication number Publication date
JPS62143746U (en) 1987-09-10

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