JPS6124726A - Method of securing pile and bed seat - Google Patents
Method of securing pile and bed seatInfo
- Publication number
- JPS6124726A JPS6124726A JP14324584A JP14324584A JPS6124726A JP S6124726 A JPS6124726 A JP S6124726A JP 14324584 A JP14324584 A JP 14324584A JP 14324584 A JP14324584 A JP 14324584A JP S6124726 A JPS6124726 A JP S6124726A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- cylinder body
- pedestal
- guide
- bed seat
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/50—Anchored foundations
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
「産業上の利用分野」
本発明は水中構造物の台座と、同台座を水底地盤に碇着
する杭との固定方法に係るものである。DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to a method of fixing a pedestal of an underwater structure and a pile for anchoring the pedestal to the underwater ground.
「従来の技術」
従来、水底地盤に設置される台座を碇着する場合、同台
座に設けた杭孔に杭を挿入して水底地盤に貫入し、杭に
よる台座の碇着力を増大するために両者の間隙に/2ウ
ドを注入してN・る。``Conventional technology'' Conventionally, when anchoring a pedestal installed on underwater ground, the piles were inserted into pile holes provided in the pedestal to penetrate into the underwater ground to increase the anchoring force of the pedestal by the piles. Inject /2 udo into the gap between the two.
「発明が解決しようとする問題点」
しかしながら前記従来の方法では、台座の碇着力をグラ
ウトの附着力にのみ頼るため、杭の軸方向応力、即ち引
抜または押込に対しては長大な範囲にグラウトする必要
があり、しかも信頼性に乏しい等の問題点があった。``Problems to be Solved by the Invention'' However, in the conventional method described above, the anchoring force of the pedestal relies only on the adhesion force of the grout, so the stress in the axial direction of the pile, that is, the grout is applied over a long range against pulling out or pushing. However, there were problems such as poor reliability.
「発明が解決するための手段」
本発明はこのような問題点を解決するために提案された
もので水底基盤に設置された台座に立設された円筒体に
杭を挿入して打設したのち、同杭と前記円筒体とを共に
塑性変形させることを特徴とする杭と台座との固定方法
に係るものである。``Means for Solving the Invention'' The present invention was proposed to solve these problems, and involves inserting and driving piles into a cylindrical body erected on a pedestal installed on an underwater foundation. The present invention relates to a method for fixing a pile and a pedestal, which is characterized in that the pile and the cylindrical body are subsequently plastically deformed.
「作用」
本発明においては前記したように、水底基盤に設置され
た台座に円筒体を立設し、同円筒体に杭を挿入打設した
のち、杭及び円筒体の両者を共に塑性変形させるように
したので、前記円筒体と杭とは同杭の押込方向及び引抜
方向の両方向に対して剛に結合され、この結果前記台座
は水底基盤に確固と碇着されるものである。"Operation" As described above, in the present invention, a cylindrical body is erected on a pedestal installed on an underwater base, a pile is inserted and driven into the cylindrical body, and then both the pile and the cylindrical body are plastically deformed. As a result, the cylindrical body and the pile are rigidly connected in both the pushing and pulling directions of the pile, and as a result, the pedestal is firmly anchored to the underwater base.
「実施例」 以下本発明を図示の実施例について説明する。"Example" The present invention will be described below with reference to the illustrated embodiments.
(1)は水底基盤上に設置される台座で、円筒体(1α
)が同台座(1)を貫通して立設されている。(1) is a pedestal installed on the underwater base, which has a cylindrical shape (1α
) is erected through the pedestal (1).
(2)は前記台座(1,)を水底基盤に碇着するための
杭である。(2) is a stake for anchoring the pedestal (1,) to the underwater base.
回航(2)を前記台座(1)に固定し、同台座(1)を
水底基盤に碇着するのに際して、先ず第2図に示すよう
に作業台船等の甲板(3)上に、頂部に杭仮置部を有す
る円筒状の治具(4)を仮置し、同治具(4)に、円筒
体(5α)の上下両端部に漏斗状部(5b) C30)
が連設され且つ円筒部(5α)に杭を一時的に取付ける
ためのビン(6)が螺装された杭挿入用ガイドQ(5)
を嵌装する。When fixing the sailing vessel (2) to the pedestal (1) and anchoring the pedestal (1) to the underwater base, first place the top part on the deck (3) of a work barge, etc., as shown in Figure 2. A cylindrical jig (4) having a pile temporary placement part is temporarily placed in the jig (4), and a funnel-shaped part (5b) is attached to both the upper and lower ends of the cylindrical body (5α) C30).
A pile insertion guide Q (5) in which a pin (6) for temporarily attaching a pile to the cylindrical part (5α) is screwed.
Insert.
次いで第3図に示すように杭挿入用ガイド(5)の上部
漏斗状部(5b)より杭(2)を挿入して前記治具(4
)上に仮置し、ビン(6)を螺装して杭(2)のビン孔
(2α)に係合せしめ、杭挿入用ガイド(5)の円筒部
(5cL)と杭(2)とを連結し、次いで第4図及び第
5図に示す如く杭挿入用ガイ)’(5)の下部漏斗状部
(5C)を台座(1)上の円筒体(lα)に挿入し、同
下部漏斗状部(5C)をガイドとして杭(2)と前記円
筒体(1α)との芯を一致させ、第5図の状態でビン(
6)を弛めて杭(2)と杭挿入用ガイ)’(57との連
結を解除し、杭(2)の打設が可能な状態とする。Next, as shown in FIG. 3, the pile (2) is inserted through the upper funnel-shaped part (5b) of the pile insertion guide (5) and the jig (4) is inserted.
), screw the bottle (6) into the hole (2α) of the pile (2), and connect the cylindrical part (5cL) of the pile insertion guide (5) with the pile (2). Then, as shown in Figures 4 and 5, insert the lower funnel-shaped part (5C) of the pile insertion guy (5) into the cylindrical body (lα) on the base (1), and Using the funnel-shaped part (5C) as a guide, align the cores of the stake (2) and the cylindrical body (1α), and place the bottle (
6) to release the connection between the pile (2) and the pile insertion guy (57), making it possible to drive the pile (2).
次いで杭(2)を゛前記円筒体(1α)を貫通して水底
基盤に貫入せしめ、かくして杭(2)の打設が完了した
のち、第6図及び第7図に示すように杭の固定装置をセ
ットする。Next, the pile (2) is penetrated through the cylindrical body (1α) and into the underwater foundation, and after the driving of the pile (2) is completed, the pile is fixed as shown in FIGS. 6 and 7. Set up the device.
(7)は固定装置支持枠でその内側対向面に変形型(8
)及び油圧ジヤツキ等の変形型押出装置(9)が装着さ
れ、前記支持枠(7)にはその下面より突設された保持
材−を介して上端にガイr孔(11g)を有する円錐状
のガイド部材aυが装架されている。(7) is a fixing device support frame with a deformable type (8) on its inner facing surface.
) and a modified extrusion device (9) such as a hydraulic jack are attached to the support frame (7) through a holding member protruding from the lower surface of the support frame (7). A guide member aυ is installed.
而して前記杭の固定装置における変形型(8)を変形型
押出装置(9)によって押出すことによって、前記円筒
体(1α)及び杭(2)を共に第1図の囚に示すように
塑性変形させ、杭(2)と前記円筒体(1α)とを剛固
に固定し、回航(2)を介して台座(1)を水底基盤に
碇着するものである。By extruding the deformed mold (8) in the pile fixing device by the deformed extrusion device (9), both the cylindrical body (1α) and the pile (2) are made as shown in the box in FIG. The pile (2) and the cylindrical body (1α) are rigidly fixed by plastic deformation, and the pedestal (1) is anchored to the underwater base via the rotation (2).
「発明の効果」
本発明においてはこのように水底基盤に設置された台座
より立設された円筒体と同円筒体に挿入打設された杭と
を一体に塑性変形させることによって、台座と杭とを杭
の押込み及び引抜き両方向に対して剛固に結合し、台座
を水底基盤に確実に碇着するものである。"Effects of the Invention" In the present invention, the cylindrical body erected from the pedestal installed on the underwater foundation and the pile inserted and driven into the cylindrical body are plastically deformed together, so that the pedestal and the pile The pedestal is firmly anchored to the underwater base by firmly connecting the pile in both the pushing and pulling directions.
以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .
第1図は本発明に係る杭と台座との固定方法の一実施例
によって施工された杭及び台座円筒体の塑性変形部を示
す縦断面図、第2図乃至第6図は前記本発明の方法の工
程を示す縦断面図、第7図は第6図の平面図である。
(1)・・・台座、(1α)・・・円筒体、(2)・・
・杭、(4)・・・塑性変形部
復代理人 弁理士 岡 本 重 文
外3名
第10
第2図
第50
第7図
第60FIG. 1 is a vertical cross-sectional view showing a plastically deformed portion of a pile and a pedestal cylindrical body constructed by an embodiment of the method for fixing a pile and a pedestal according to the present invention, and FIGS. FIG. 7 is a plan view of FIG. 6, a longitudinal sectional view showing the steps of the method. (1)...Pedestal, (1α)...Cylindrical body, (2)...
・Pile, (4)...Plastic Deformation Department Sub-Agent Patent Attorney Shige Okamoto 3 people outside the text 10 Figure 2 Figure 50 Figure 7 Figure 60
Claims (1)
入して打設したのち、同杭と前記円筒体とを共に塑性変
形させることを特徴とする杭と台座との固定方法。A method for fixing a pile and a pedestal, which comprises inserting and driving a pile into a cylindrical body erected on a pedestal installed on an underwater foundation, and then plastically deforming both the pile and the cylindrical body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14324584A JPS6124726A (en) | 1984-07-12 | 1984-07-12 | Method of securing pile and bed seat |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14324584A JPS6124726A (en) | 1984-07-12 | 1984-07-12 | Method of securing pile and bed seat |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6124726A true JPS6124726A (en) | 1986-02-03 |
Family
ID=15334263
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14324584A Pending JPS6124726A (en) | 1984-07-12 | 1984-07-12 | Method of securing pile and bed seat |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6124726A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0387039U (en) * | 1989-12-14 | 1991-09-04 | ||
WO2004015207A1 (en) * | 2002-08-13 | 2004-02-19 | Hammerfest Ström As | Method and apparatus for the founding of an installation at the seabed |
WO2007086037A1 (en) * | 2006-01-24 | 2007-08-02 | William Kingston | Tidal energy system |
-
1984
- 1984-07-12 JP JP14324584A patent/JPS6124726A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0387039U (en) * | 1989-12-14 | 1991-09-04 | ||
WO2004015207A1 (en) * | 2002-08-13 | 2004-02-19 | Hammerfest Ström As | Method and apparatus for the founding of an installation at the seabed |
WO2007086037A1 (en) * | 2006-01-24 | 2007-08-02 | William Kingston | Tidal energy system |
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