JPH02252815A - Fixing of ground anchor head part - Google Patents
Fixing of ground anchor head partInfo
- Publication number
- JPH02252815A JPH02252815A JP7428489A JP7428489A JPH02252815A JP H02252815 A JPH02252815 A JP H02252815A JP 7428489 A JP7428489 A JP 7428489A JP 7428489 A JP7428489 A JP 7428489A JP H02252815 A JPH02252815 A JP H02252815A
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- disk
- nut
- fixed
- nuts
- 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
Links
- 238000000034 method Methods 0.000 claims description 8
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/085—Tensile members made of fiber reinforced plastics
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/125—Anchoring devices the tensile members are profiled to ensure the anchorage, e.g. when provided with screw-thread, bulges, corrugations
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/127—The tensile members being made of fiber reinforced plastics
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は複数本の引張材から構成される地盤アンカー
を複数のナツトを用いて定着する、地盤アンカー頭部の
定着方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a method for fixing a ground anchor head, which fixes a ground anchor composed of a plurality of tensile members using a plurality of nuts.
(発明が解決しようとする課題)
ナツトを用いて地盤アンカーの引張材の定着を行う場合
、従来は引張材が集合して一本化した地盤アンカーに対
して1個のナツトが使用されるが、この定着方法では1
ナツトに地盤アンカー全体としての張力が掛かるため引
張力の導入に限界がある。(Problem to be Solved by the Invention) When fixing the tensile material of a ground anchor using a nut, conventionally one nut is used for the ground anchor where the tensile material is assembled into a single piece. , in this fixing method, 1
There is a limit to how much tensile force can be applied because the nut is subject to the tension of the ground anchor as a whole.
この問題は地盤アンカーを1本当たりの強度の小さい複
数本の引張材から構成し、各引張材毎にナツトで定着す
ることにより解決されるが、その場合ナツトの個数が多
くなるためその定着部への配置方法が課題となる。This problem can be solved by constructing the ground anchor from multiple tensile members each having low strength and anchoring each tensile member with a nut, but in this case, the number of nuts increases, so the anchoring part The issue is how to place them.
この発明はこの複数のナツトを用いる場合の配置上の問
題に着目してなされたもので、小面積で複数のナツト定
着が可能な定着方法を提案しようとするものである。This invention was made by paying attention to the problems in arrangement when using a plurality of nuts, and attempts to propose a fixing method that allows fixing of a plurality of nuts in a small area.
(課題を解決するための手段)
上記手段で複数本の引張材の定着を行う場合、全ナツト
は地盤アンカーの削孔径の大きさに見合った範囲内に納
める、すなわち各ナツトが定着部で相互に干渉しない状
態に配置する必要があるが、本発明では地盤アンカーを
構成する複数本の引張材が定着されるアンカーディスク
を複数段配置し、各アンカーディスク毎に所要本数の引
張材を定着することにより限られた範囲内に全ナツトを
集約することを可能にする。(Means for solving the problem) When fixing multiple tensile members by the above means, all the nuts should be placed within a range commensurate with the diameter of the hole drilled in the ground anchor. However, in the present invention, a plurality of anchor disks to which a plurality of tensile members constituting a ground anchor are fixed are arranged in multiple stages, and the required number of tensile members are fixed to each anchor disk. This makes it possible to collect all nuts within a limited range.
アンカーディスクには地盤アンカーを構成する引張材の
本数分の挿通孔が明けられ、頭部にネジの切られたネジ
スリーブが接続された全引張材は全アンカーディスクに
挿通される。The anchor disk has insertion holes corresponding to the number of tensile members constituting the ground anchor, and all the tensile members whose heads are connected to threaded sleeves are inserted through all the anchor disks.
アンカーディスクの最下に位置する下部アンカーディス
クは躯体上に設置された、中央部が開口したアンカープ
レート上に載り、この下部アンカーディスク上で所要本
数の引張材が緊張され、ここにナツトで定着される。The lower anchor disk, located at the bottom of the anchor disks, rests on an anchor plate with an opening in the center that is installed on the building frame, and the required number of tensile members are tensioned on this lower anchor disk and fixed there with nuts. be done.
この下部アンカーディスクに定着した複数のナツト上に
上部アンカーディスクが載せられ、残る引張材が上部ア
ンカーディスクに定着される。An upper anchor disk rests on the nuts secured to the lower anchor disk, and the remaining tensile material is secured to the upper anchor disk.
(実施例) 以下本発明を一実施例を示す図面に基づいて説明する。(Example) The present invention will be explained below based on the drawings showing one embodiment.
この発明は第1図に示すように地盤アンカーAを構成す
る複数本の引張材1を個々にナツト2によりアンカーデ
ィスク3に定着する方法である。This invention is a method of fixing a plurality of tensile members 1 constituting a ground anchor A to an anchor disk 3 individually with nuts 2, as shown in FIG.
実施例では8本の引張材1を2枚の、上部アンカーディ
スク3Iと下部アンカーディスク3tに分けて定着して
いる。In the embodiment, eight tensile members 1 are divided and fixed into two pieces, an upper anchor disk 3I and a lower anchor disk 3t.
全アンカーディスク3+、3gには第2図に示すように
引張材1の本数分の、引張材1の頭部に接続するネジス
リーブlaが挿通ずる挿通孔3aが穿設されており、ア
ンカーディスク3..3.は第1図に示すように全引張
材のネジスリーブlaが挿通して設置される。As shown in FIG. 2, all the anchor disks 3+, 3g are provided with insertion holes 3a for the number of tensile members 1 through which threaded sleeves la connected to the heads of the tensile members 1 are inserted. 3. .. 3. is installed with a fully tensioned threaded sleeve la inserted therethrough as shown in FIG.
最下部に配置される下部アンカーディスク3、は全引張
材1が挿通可能な開口を有する、躯体S上に設置される
アンカープレート4上に載置され、上部アンカーディス
ク3!は下部アンカーディスク3Iに一部の引張材1を
定着する複数のナツト2上に載る。The lower anchor disk 3, located at the lowest position, is placed on an anchor plate 4 installed on the main body S, which has an opening through which the entire tension member 1 can pass, and the upper anchor disk 3! rests on a plurality of nuts 2 which anchor some tension material 1 to the lower anchor disk 3I.
第3図により定着手順を説明する。The fixing procedure will be explained with reference to FIG.
まずアンカープレート4上に全引張材lを挿通して下部
アンカーディスク3.を載せる(1)。First, insert the entire tensile material l onto the anchor plate 4 and lower the anchor disk 3. (1).
続いてこの下部アンカーディスク3.に定着する所要本
数の引張材1のネジスリーブlaにナツト2を螺合して
テンションバー5を接続するとともに、下部アンカーデ
ィスク31上にラムチエアロを設置し、これで反力を取
りなから引張材1をジヤツキ7により緊張する(I[)
。Next, this lower anchor disk 3. At the same time, the tension bar 5 is connected by screwing the nuts 2 to the threaded sleeves la of the required number of tensile members 1 that are fixed to the tension member 1, and a ram tie aero is installed on the lower anchor disk 31, and this takes up the reaction force and tightens the tension member. 1 becomes nervous due to Jyatsuki 7 (I[)
.
引き続き、ナツト2を締め付けて引張材1を下部アンカ
ーディスク3.に定着する(Ill)。Next, tighten the nut 2 to attach the tension member 1 to the lower anchor disk 3. (Ill).
この手順を繰り返して全引張材1のうちの一部の引張材
1を下部アンカーディスク31に定着する。This procedure is repeated to fix a portion of the entire tensile material 1 to the lower anchor disk 31.
次に下部アンカーディスク3.に一部の引張材1を定着
したナツト2上に上部アンカーディスク3□を全引張材
1を挿通して載置しく■)、上記要領で残りの引張材1
を緊張しく■)、上部アンカーディスク3□に定着して
作業は終了する(第1図)。Next, lower anchor disk 3. Place the upper anchor disk 3 □ on the nut 2 to which part of the tensile material 1 has been fixed by inserting all the tensile material 1 (■), and fix the remaining tensile material 1 in the above manner.
The work is completed when it is firmly attached to the upper anchor disk 3□ (Fig. 1).
(発明の効果)
この発明は以上の通りであり、地盤アンカーを構成する
複数本の引張材を挿通して複数枚のアンカーディスクを
載せ、その枚数弁に全引張材を分割して個々に定着する
ものであるため多数のナツトを限られた範囲内に集約し
て配置することが可能である。(Effects of the Invention) This invention is as described above, by inserting a plurality of tensile members constituting a ground anchor, placing a plurality of anchor disks on the anchor disks, and dividing all the tensile members into the valves and fixing them individually. Because of this, it is possible to arrange a large number of nuts within a limited area.
第1図は定着部の定着状態を示した断面図、第2図−1
,IIはそれぞれ第1図のX−X線。
Y−Y線断面図、第3図−!〜■は本発明の施工手順を
示した断面図である。
A・・・・・・地盤アンカー l・・・・・・引張材、
1a・・・・・・ネジスリーブ、2・・・・・・ナツト
、31・・・・・・下部アンカーディスク、38・・・
・・・上部アンカーディスク、3a・・・・・・挿通孔
、4・・・・・・アンカープレート、5・・・・・・テ
ンシゴンバー、6・・・・・・ラムチェア、7・・・・
・・ジヤツキ、S・・・・・・躯体。
■
冨
〆Figure 1 is a sectional view showing the fixing state of the fixing unit, Figure 2-1
, II are the X-X lines in FIG. 1, respectively. Y-Y line sectional view, Figure 3-! ~■ are cross-sectional views showing the construction procedure of the present invention. A...Ground anchor l...Tension material,
1a...Threaded sleeve, 2...Nut, 31...Lower anchor disk, 38...
...Upper anchor disk, 3a...Insertion hole, 4...Anchor plate, 5...Tensigon bar, 6...Ram chair, 7...
... Jyatsuki, S ... ... skeleton. ■ Tomijime
Claims (1)
複数本の引張材から構成される地盤アンカーを、躯体に
ナットを用いて少なくとも2枚のアンカーディスクに分
けて定着する方法であり、躯体上に設置された、中央部
が開口したアンカープレート上に複数の挿通孔を有する
下部アンカーディスクを全引張材を挿通して載せ、この
下部アンカーディスク上で所要本数の引張材を緊張し、
ナットを締め付けてこれに定着し、この複数のナット上
に同じく複数の挿通孔を有する上部アンカーディスクを
載置し、残る引張材を緊張し、ナットを締め付けて上部
アンカーディスクに定着する地盤アンカー頭部の定着方
法。(1) A method in which a ground anchor consisting of a plurality of tensile members each having a threaded sleeve connected to the head is divided into at least two anchor disks using nuts on the frame. A lower anchor disk having a plurality of insertion holes is placed on an anchor plate with an opening in the center, which is installed on the building frame, with all the tensile members inserted through it, and the required number of tensile members are tensioned on this lower anchor disk. ,
The ground anchor head is fixed to the upper anchor disk by tightening the nut, placing an upper anchor disk having a plurality of insertion holes on the plurality of nuts, tensioning the remaining tensile material, and tightening the nut. How to establish the department.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7428489A JPH02252815A (en) | 1989-03-27 | 1989-03-27 | Fixing of ground anchor head part |
FR9003914A FR2644819B1 (en) | 1989-03-27 | 1990-03-27 | METHOD FOR FIXING THE HEAD OF AN ANCHORING DEVICE |
DE19904009800 DE4009800A1 (en) | 1989-03-27 | 1990-03-27 | Fastening foundation anchor bolt head - inserts all threaded sections of tensile members into lower anchor disc, clamps them, and secures sequentially |
US07/995,676 US5289626A (en) | 1989-03-27 | 1992-12-21 | Foundation anchor and method for securing same to a foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7428489A JPH02252815A (en) | 1989-03-27 | 1989-03-27 | Fixing of ground anchor head part |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02252815A true JPH02252815A (en) | 1990-10-11 |
JPH0512484B2 JPH0512484B2 (en) | 1993-02-18 |
Family
ID=13542668
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7428489A Granted JPH02252815A (en) | 1989-03-27 | 1989-03-27 | Fixing of ground anchor head part |
Country Status (3)
Country | Link |
---|---|
JP (1) | JPH02252815A (en) |
DE (1) | DE4009800A1 (en) |
FR (1) | FR2644819B1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20180291611A1 (en) * | 2015-07-17 | 2018-10-11 | Sumitomo Mitsui Construction Co., Ltd. | Frame structure and method of constructing frame structure |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19527608C2 (en) * | 1995-07-28 | 1999-02-11 | Bauer Spezialtiefbau | Underwater composite piles |
ES2285752T3 (en) * | 1998-02-09 | 2007-11-16 | Vsl International Ag | EXECUTION PROCEDURE FOR ANCHORAGE, ANCHORAGE PART AND TENSION ELEMENT FOR THIS OBJECT. |
JP2002515558A (en) * | 1998-05-19 | 2002-05-28 | チャン フン リ | Dismantling method for temporary ground anchor and tension wire |
FR2811002B1 (en) * | 2000-06-29 | 2007-12-21 | Lefevre Sa M | METHOD AND SYSTEM FOR PUSHING A STRUCTURE REINFORCEMENT DEVICE |
KR200337186Y1 (en) * | 2003-09-03 | 2004-01-07 | 주식회사 삼우기초기술 | Sleeve collection type inner member for a ground anchor |
GB0418545D0 (en) * | 2004-08-19 | 2004-09-22 | Univ Aberdeen | Improved anchorage head assembly |
DE102009039919A1 (en) * | 2009-09-03 | 2011-03-10 | Hilti Aktiengesellschaft | Fastening element and method for producing a fastening element |
ES2433340B1 (en) * | 2012-06-05 | 2014-11-18 | Universitat Politècnica De Catalunya | ANCHORAGE, FIXING AND PROCEDURE SYSTEM FOR POSTENSING ACTIVE ARMS OF COMPOSITE MATERIAL |
CN110593098B (en) * | 2019-10-09 | 2024-04-16 | 长江水利委员会长江科学院 | Bell type anchorage structure of suspension bridge and construction method thereof |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1530660A (en) * | 1967-05-19 | 1968-06-28 | Grands Travaux De Marseille Sa | Method for producing a prestressing anchor for cables |
DE1659131C3 (en) * | 1967-12-22 | 1974-09-05 | Intercontinentale-Technik Gesellschaft Fuer Planung Und Konstruktion Mbh, 8000 Muenchen | Tendon anchorage for concrete components and method for their application |
FR2060222A7 (en) * | 1969-09-16 | 1971-06-18 | Talobre Joseph Antoine | |
AT316437B (en) * | 1970-06-12 | 1974-07-10 | Rella & Co Bauges | Ground anchor |
BE782328A (en) * | 1971-04-24 | 1972-08-16 | Arrigo Bruno | DEVICE FOR ANCHORING PRE-STRESSING STEEL WIRES AT THE ENDS OF STRUCTURES IN THE FORM OF CONCRETE |
DE2537649C3 (en) * | 1975-08-23 | 1980-04-24 | Dyckerhoff & Widmann Ag, 8000 Muenchen | Device for anchoring a tie rod for prestressed concrete |
DE2610915A1 (en) * | 1976-03-16 | 1977-09-22 | Artur Rudolf | ELEMENT FOR INTRODUCING TENSIONING FORCE IN FIBER-REINFORCED PLASTIC PARTS |
DE2705483A1 (en) * | 1977-02-10 | 1978-08-17 | Bayer Ag | Rigid strand tension members anchoring assembly - has anchor unit of binding material closely following member and socket deformations |
DE2827314A1 (en) * | 1978-06-22 | 1980-01-10 | Bayer Ag | TENSIONABLE EARTH AND ROCK ANCHOR |
DE3002024A1 (en) * | 1980-01-21 | 1981-07-23 | Siempelkamp Gießerei GmbH & Co, 4150 Krefeld | Concrete prestressing tension members anchorage - involves anchors and spacers for separate core cluster and surrounding ring clusters |
FR2495720B1 (en) * | 1980-12-04 | 1985-09-27 | Freyssinet Int Stup | ANCHORING DEVICE FOR PRE-STRESS CABLE COMPRISING A LARGE NUMBER OF STRANDS |
DE3435117A1 (en) * | 1983-09-28 | 1985-04-25 | Klöckner-Becorit GmbH, 4620 Castrop-Rauxel | Roof bolt |
DE3414345A1 (en) * | 1984-04-16 | 1985-10-17 | Suspa Spannbeton GmbH, 4018 Langenfeld | Device for holding several tension members of a ground anchor, in particular a pressure-grouted anchor |
DE3703974A1 (en) * | 1987-02-10 | 1988-08-18 | Dyckerhoff & Widmann Ag | Tension member comprising high-strength fibres |
DE3737393A1 (en) * | 1987-11-04 | 1989-05-18 | Strabag Bau Ag | TENSIONER FROM FIBER COMPOSITE MATERIALS AND METHOD AND DEVICE FOR TENSIONING AND ANCHORING SUCH A TENSIONER |
-
1989
- 1989-03-27 JP JP7428489A patent/JPH02252815A/en active Granted
-
1990
- 1990-03-27 DE DE19904009800 patent/DE4009800A1/en not_active Ceased
- 1990-03-27 FR FR9003914A patent/FR2644819B1/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20180291611A1 (en) * | 2015-07-17 | 2018-10-11 | Sumitomo Mitsui Construction Co., Ltd. | Frame structure and method of constructing frame structure |
US10465374B2 (en) * | 2015-07-17 | 2019-11-05 | Sumitomo Mitsui Construction Co., Ltd. | Frame structure and method of constructing frame structure |
Also Published As
Publication number | Publication date |
---|---|
FR2644819A1 (en) | 1990-09-28 |
JPH0512484B2 (en) | 1993-02-18 |
FR2644819B1 (en) | 1997-04-04 |
DE4009800A1 (en) | 1990-10-04 |
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