JPH047230Y2 - - Google Patents

Info

Publication number
JPH047230Y2
JPH047230Y2 JP9630787U JP9630787U JPH047230Y2 JP H047230 Y2 JPH047230 Y2 JP H047230Y2 JP 9630787 U JP9630787 U JP 9630787U JP 9630787 U JP9630787 U JP 9630787U JP H047230 Y2 JPH047230 Y2 JP H047230Y2
Authority
JP
Japan
Prior art keywords
ground
fixing
wall thickness
steel material
cylindrical
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
JP9630787U
Other languages
Japanese (ja)
Other versions
JPS645937U (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 JP9630787U priority Critical patent/JPH047230Y2/ja
Publication of JPS645937U publication Critical patent/JPS645937U/ja
Application granted granted Critical
Publication of JPH047230Y2 publication Critical patent/JPH047230Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (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 application field] This invention relates to anchoring anchors.

〔この考案が解決すべき問題点〕[Problems to be solved by this idea]

定着アンカーとして鋼製や鋳物製等の筒状の定
着体を使用して定着する考案が開発されている。
この定着体内にPC鋼材を通して固定し、削孔内
に埋設するものである。
An idea has been developed for fixing using a cylindrical fixing body made of steel or cast iron as a fixing anchor.
A prestressing steel material is passed through this fixing body and fixed, and it is buried in a drilled hole.

このような定着アンカーにおいて定着体に作用
する引張り荷重は第4図におけるような応力分布
図となる。すなわち地盤底部側が最も荷重が大き
く、地表側端部になると荷重はほとんどゼロとな
つている。つまり定着体の地盤底部側だけが荷重
に耐える強度をもつていれば充分であり、地表側
は強度が小さくともよいことになる。
In such a fixing anchor, the tensile load acting on the fixing body results in a stress distribution diagram as shown in FIG. In other words, the load is the largest on the bottom side of the ground, and the load is almost zero at the end on the ground side. In other words, it is sufficient that only the bottom side of the anchoring body has the strength to withstand the load, and the strength on the ground side may be small.

このような強度が大きく要求されない部分にま
で材料を使つて全体を均一に製造するのは材料が
無駄であり、コストが高くなつてしまう。
It would be a waste of material to uniformly manufacture the entire product by using material even for parts where such strength is not required, and the cost would increase.

この考案は以上のような問題点を改善するため
になされたもので、経済的に製造でき、また施工
性も向上する定着アンカーを提供することを目的
とする。
This invention was made in order to improve the above-mentioned problems, and the purpose is to provide a fixing anchor that can be manufactured economically and has improved workability.

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

この考案にかかる定着アンカーは、筒状の定着
体の肉厚を地表側から削孔底部に行くにつれて
徐々に厚くするものである。
In the fixing anchor according to this invention, the wall thickness of the cylindrical fixing body is gradually increased from the ground surface side to the bottom of the drilling hole.

肉厚を薄くした分材料を少なくできるととも
に、削孔底部側の強度は確保する。
The thinner wall allows for less material, while ensuring strength at the bottom of the hole.

肉厚を薄くした分軽くでき、施工性を良好にで
きる。
The thinner wall thickness makes it lighter and easier to construct.

〔実施例〕〔Example〕

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。
This invention will be explained in detail below based on an embodiment shown in the drawings.

図において1は鋼製或いは鋳物製の筒状の定着
体であつて、第1図に示す実施例では複数の筒体
2から成つている。筒体2の各外周面と内周面に
凹凸が形成されている。外周面には例えば第2図
に示すような交叉する二条の螺旋状の突部3,3
が突設されて凹凸となつている。また複数の筒体
2のうち削孔底部側に位置する筒体2の底部側端
は支圧壁4によつて塞がれて、該支圧壁3には緊
張鋼材挿通孔5が複数穿設されている。
In the figure, 1 is a cylindrical fixing body made of steel or cast metal, and in the embodiment shown in FIG. 1, it is made up of a plurality of cylindrical bodies 2. Irregularities are formed on each outer circumferential surface and inner circumferential surface of the cylindrical body 2. For example, two intersecting spiral protrusions 3, 3 as shown in FIG. 2 are provided on the outer peripheral surface.
It is protruding and has an uneven surface. Further, the bottom side end of the cylinder 2 located on the bottom side of the drilling hole among the plurality of cylinders 2 is closed by a bearing wall 4, and a plurality of tension steel insertion holes 5 are bored in the bearing wall 3. It is set up.

以上のような筒体2の各肉厚は異なつており、
支圧壁3を有する筒体2は最も肉厚を厚くし、順
に肉厚が薄くなるよう並べる。この複数の筒体2
を連結して一体にするものである。例えば隣り合
う筒体2側の外周面に雄ねじ6を螺設し、円筒状
の内周に雌ねじ7が螺設されたカツプラー8を螺
合して連結する。隣り合う筒体2,2の雄ねじ
6,6は螺旋方向が逆となり、カツプラー8の内
周面の雌ねじ7も長手方向から螺旋方向が逆とな
つている。カツプラー8内に両側から筒体2,2
を同方向に回転して螺合する。
Each wall thickness of the cylindrical body 2 as described above is different,
The cylindrical body 2 having the bearing wall 3 is arranged so that the wall thickness is the thickest and the wall thickness becomes thinner in order. These plural cylinders 2
It connects and integrates. For example, a male thread 6 is threaded on the outer peripheral surface of the adjacent cylindrical body 2 side, and a coupler 8 having a female thread 7 threaded on the cylindrical inner periphery is screwed together to connect them. The male screws 6, 6 of the adjacent cylinders 2, 2 have opposite helical directions, and the female screw 7 on the inner peripheral surface of the coupler 8 also has a helical direction opposite from the longitudinal direction. The cylinders 2, 2 are inserted into the coupler 8 from both sides.
Rotate in the same direction and screw them together.

以上のような定着体1内にシースを挿通したア
ンボンドPC鋼材9を通す。PC鋼材9としては
PC鋼線、PC鋼より線が採用できる。アンボンド
PC鋼材9の端部は緊張鋼材挿通孔5に通し、圧
縮マンシヨン10によつて固定する。
The unbonded PC steel material 9 with the sheath inserted is passed through the fixing body 1 as described above. As PC steel material 9
PC steel wire and PC steel stranded wire can be used. unbond
The end of the PC steel material 9 is passed through the tension steel material insertion hole 5 and fixed by the compression apartment 10.

定着体1内にはモルタル或いはコンクリート1
1を充填して硬化する。
Mortar or concrete 1 is placed inside the fixing body 1.
1 and harden.

このようにPC鋼材9を固定した定着体1を地
盤に形成した削孔12内に挿入する。定着体1の
肉厚は地表側から削孔底部側に向かつて徐々に厚
くなる。この削孔12内にグラウト材13を充填
する。
The fixing body 1 to which the PC steel material 9 is fixed in this manner is inserted into the drilled hole 12 formed in the ground. The wall thickness of the anchoring body 1 gradually increases from the ground surface side to the bottom side of the drilling hole. This drilled hole 12 is filled with a grouting material 13.

以上のような定着アンカーにおいて、PC鋼材
9を緊張してプレストレス力を導入した場合、定
着体1の削孔底部側の肉厚は厚く、荷重に充分耐
え得る強度を有している。また大きな荷重を受け
ない地表側は薄くなつている。
In the fixing anchor as described above, when a prestress force is introduced by tensioning the PC steel material 9, the wall thickness on the bottom side of the drilled hole of the fixing body 1 is thick and has sufficient strength to withstand the load. Also, the surface side, which does not receive large loads, is thinner.

この考案は以上のような鋼製を有するが、その
他第3図に示す一体ものの定着体1の肉厚を地表
側から地盤底部側に向けて徐々に厚くしてもよ
い。
Although this invention is made of steel as described above, the wall thickness of the integral anchoring body 1 shown in FIG. 3 may be gradually increased from the ground surface side to the ground bottom side.

〔考案の効果〕[Effect of idea]

この考案にかかる定着アンカーは定着体の肉厚
を地表側から削孔底部に行くにつれて徐々に厚く
したため、荷重を大きく受ける地盤底部側は強度
が確保され、地表側の肉厚の薄くなつた分だけ材
料を少なくして安価に製造できる。
In the fixing anchor according to this invention, the wall thickness of the anchoring body is gradually increased from the ground surface side to the bottom of the borehole, so that the bottom side of the ground, which receives a large load, has strength, and the thinner wall thickness on the ground side It can be manufactured at low cost by using fewer materials.

また肉厚の薄くなつた分だけ軽量化が図れ、運
搬、設置作業が容易となる。
In addition, the thinner wall makes it lighter and easier to transport and install.

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

第1図はこの考案の一実施例の縦断面図、第2
図は筒体の連結部分の側面図、第3図は他の実施
例の縦断面図、第4図は従来の定着アンカーの縦
断面図である。 1……定着体、2……筒体、3……突部、4…
…支圧壁、5……緊張鋼材挿通孔、6……雄ね
じ、7……雌ねじ、8……カツプラー、9……ア
ンボンドPC鋼材、10……圧縮マンシヨン、1
1……コンクリート、12……削孔。
Figure 1 is a longitudinal sectional view of one embodiment of this invention;
3 is a longitudinal sectional view of another embodiment, and FIG. 4 is a longitudinal sectional view of a conventional fixing anchor. 1... Fixing body, 2... Cylindrical body, 3... Protrusion, 4...
... Bearing wall, 5 ... Tension steel material insertion hole, 6 ... Male thread, 7 ... Female thread, 8 ... Coupler, 9 ... Unbonded PC steel material, 10 ... Compression apartment, 1
1...Concrete, 12...Drilling.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地盤に形成した削孔内に挿入する筒状の定着体
の肉厚を、地表側から削孔底部に行くにつれて
徐々に厚くし、この定着体内にPC鋼材を挿入し
て固定し、削孔内に埋設したことを特徴とする定
着アンカー。
The thickness of the cylindrical anchor body to be inserted into the borehole formed in the ground is gradually increased from the ground surface side to the bottom of the borehole, and a prestressing steel material is inserted and fixed into this anchor body, and A fixing anchor characterized by being buried in.
JP9630787U 1987-06-23 1987-06-23 Expired JPH047230Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9630787U JPH047230Y2 (en) 1987-06-23 1987-06-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9630787U JPH047230Y2 (en) 1987-06-23 1987-06-23

Publications (2)

Publication Number Publication Date
JPS645937U JPS645937U (en) 1989-01-13
JPH047230Y2 true JPH047230Y2 (en) 1992-02-26

Family

ID=31321179

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9630787U Expired JPH047230Y2 (en) 1987-06-23 1987-06-23

Country Status (1)

Country Link
JP (1) JPH047230Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0733661B2 (en) * 1990-12-14 1995-04-12 建設基礎エンジニアリング株式会社 anchor
KR100967897B1 (en) * 2009-11-04 2010-07-06 주식회사 에스지오텍 Construction methods using apparatus for reinforcing inclined plane used in retaining wall

Also Published As

Publication number Publication date
JPS645937U (en) 1989-01-13

Similar Documents

Publication Publication Date Title
US6254314B1 (en) Covering plate assembly for steel pipe piles
GB1595432A (en) Precast concrete piling
JPH0340914Y2 (en)
KR200378292Y1 (en) Strengthened Implement of Tension type Soil Nail
KR102108410B1 (en) Ground reinforcing method using compressive ground pressure type ground anchor
JPH0412772B2 (en)
KR101311829B1 (en) Reinforcement method of masonry structure
JP2020190103A (en) How to join precast concrete members
EP0089656B1 (en) Injection anchorages to be put in predrilled holes
EP3161226B1 (en) Anchor dowel
JPH0643314Y2 (en) Tension end fixing device
JPH069062Y2 (en) Prestressed concrete pile
JPH0512352Y2 (en)
JP2026084334A (en) Joining structure and joining method for adjacent structures
JPS6139031Y2 (en)
RU34640U1 (en) Steel polymer anchor
JPS5851243Y2 (en) Steel pipe column end fixing device
KR200163597Y1 (en) Anchor body for a permanent ground anchor
JPS639743Y2 (en)
JPH0346085Y2 (en)
JPH0452807B2 (en)
JPH047228Y2 (en)
JPH0521532Y2 (en)
JPH0714423Y2 (en) Anchor bond sheath
JP3102366U (en) Load-bearing body in peripheral friction tip compression type anchor method