JPS5988512A - Erected pile leg-type structure - Google Patents
Erected pile leg-type structureInfo
- Publication number
- JPS5988512A JPS5988512A JP57199009A JP19900982A JPS5988512A JP S5988512 A JPS5988512 A JP S5988512A JP 57199009 A JP57199009 A JP 57199009A JP 19900982 A JP19900982 A JP 19900982A JP S5988512 A JPS5988512 A JP S5988512A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- wedge
- inner wedges
- receiver
- clamped
- 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
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 239000000725 suspension Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 abstract description 8
- 239000010959 steel Substances 0.000 abstract description 8
- 238000005336 cracking Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 241000218645 Cedrus Species 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000008384 inner phase Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/04—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
- E02B17/08—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
- E02B17/0836—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering with climbing jacks
- E02B17/0854—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering with climbing jacks with clamping wedges, eccentric clamping devices and so on
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】
本印可本発明クリートあるいけ捨て石等にょろり、ト碌
構造物の造成１小を不要にし、基（都地盤に設立した杭
により本４・ｌ’） Ｉ’／物を支持する杭立脚型構造
物に訟１ シ、’Ｎｒに杭の所要位ＩＦ、（に吊架した
イ句受体に乗載した初数個の内ｔＶｔをＪ″１″１状の
外押により杭に緊締［１：、紡させた格点ｆ７１（によ
つ又木栖造物を支持した構成とすることにより、自模を
直接吊架部拐により杭に吊架したと八に生じるよう７１
：Ｉ！雑な割裂１ｉｉ、；、力の発汁をなくし耐久性の
あるものにすることを目的とする。[Detailed Description of the Invention] This invention makes it unnecessary to create structures such as abandoned stones, etc., and makes it possible to create foundations (by means of piles established in the ground). At the pile-standing structure that supports Tighten it to the pile by pushing [1:, By making the structure that supports the spun point f71 (Yotsumata Kisu structure, it is possible to suspend the model directly from the pile by suspending it). Yo71
:I! The purpose is to eliminate the generation of power and make it durable.
以１には本発明を消波堤に適用した図示の実施例につい
て説明する。In the following, an illustrated embodiment in which the present invention is applied to a wave-dissipating bank will be described.
１は鋼管杭で、それは、水底の基礎地盤２の所要（５°
ｒ、 Ｂ”１に＋号数本互いに所定の間隔をあけて平行
に２列に設立している。1 is a steel pipe pile, which is the required (5°
r, B"1, + numbered wires are established in two parallel rows with a predetermined distance from each other.
３ｔま吊架１ｉ１ｓイ゛イたるｆｉ！１’ＦＩＱのロッ
ドで、上下端部にｊ１←ねじを形成してあり、−に記各
鋼ｔ３杭１ （一部のみ図示）の頂部に載１ｉ’：ｃ固
タセした三角形の出金其４の各角部分に設けたナツト５
に上端部のと１ねじを１自して吊り下げ、下９；１ｊ部
にＱまこの石答杭ｌに吠合した環状の楔受体６を併結し
ている。3t hanging rack 1i1s great fi! A rod of 1'FIQ, with j1← threads formed on the upper and lower ends, and mounted on the top of each steel t3 pile 1 (only part shown) 1i':c with a fixed triangular shape. Nuts 5 provided at each corner of 4
The screws at the upper end are suspended from the upper end, and an annular wedge receiver 6 is attached to the lower part 9;
」−記イ！受体６は鉄筋コンクリート製のＩｎ状で、内
径がｍ管杭１よりも少し大きく、３等分したと仁ろにア
ンカーブｌ／−）？、ナツト８及びスパイラル鉄筋８′
を取りｆ＝１けたパイプ９を埋設しであり、これら各パ
イプ９に上記各ロッド３の下端ｒｔｉｓを神ｉ！−ｌ！
Ｌ上１１１１ナツト８にψ゛］（自して連結し、銅♀
゛ｌ抗ｌの水中のｒ′９ｒ要高さのところに吊架しでい
る。”-Record! The receiver 6 is made of reinforced concrete and has an inner diameter slightly larger than the m pipe pile 1, and when it is divided into three equal parts, the anchor plate 1/-? , nut 8 and spiral reinforcing bar 8'
Then f = 1-digit pipes 9 are buried, and the lower ends of the rods 3 are connected to each of these pipes 9. -l!
L top 1111 nut 8 ψ゛] (self-connected, copper ♀
It is suspended at a height of r'9r in water with a resistance of l.
１０り上記４１・受体６の上１ｔ１１に３個載Ｒｔ し
た鉄筋コンクリート♀１４の白抜・で、それらＬＩよ、
杉！受体６より小径のあた。かも垢状体を略３僧分した
大きさの平ｉ＃＋ Ｌｌ形）Ｉｕｌ、＆状で、内側ｎ１
ｌｌｏａカ垂ｉｔｅ、外側ｏ＋＋１ｏｂが斜め丁外方に
向は傾斜し、組ル１１が台形をなしているとともに、部
中央ＥＩＸ分に（，１鉄Ｂつの角だη又に円旧ｉｌｌを
垂１１ζ埋殺している。10, 41 above, 3 pieces placed on 1t11 above receiver 6, white outline of reinforced concrete ♀14, those LI,
Cedar! A head with a smaller diameter than the receiver 6. Flat i# + Ll shape) Iul, & shape, the size of which is approximately 3 parts of the calamari-like body, and the inner n1
The outside o++1ob is inclined diagonally outward, and the assembly 11 is trapezoidal, and the circle old ill is hung at the center EIX of the part (,1 iron B corner η). 11ζ buried dead.
そして−上記各内相１０は角筒又は円筒ＩＪを前記各ロ
ッド３に圓合挿）ａｌさせて楔受体６上に内（Ｑｌｌ
ｊ／ｉ’ｉ １０ ａを１１．１臂杭ｌＴｈ［Ｉｆ（＆
６スル［ｉ？Ｎ： Ｌ−ＵｆｆＭ ｌ？７ Ｌ 、かつ
省内４’ｌ＜ｔ １０の間【てスポンジ款のパツキン１
２を挾み込んている。- Each of the above-mentioned inner phases 10 is formed by inserting a rectangular cylinder or a cylinder IJ into each of the rods 3 and inserting them into the wedge receiver 6.
j/i'i 10 a to 11.1 elbow lTh[If(&
6 sul [i? N: L-UffM l? 7 L, and between 4'l < t 10 and the sponge 1
I'm holding 2 in between.
１：うは上記省内４ｐ１ｏに成金した外１．’、ｐ３で
、それは、鉄筋コンクリ−） ｊｊｌの几１板状で、内
径が楔受体６の外径と略同じ大きさをイＩし、内周面が
内４ｐｌｏの外０！１１面１０ｈｋ対応する逆勾配の傾
９：１面をなしていて、この内周面と外周面とに鉄板１
４，１５を１ｊｋｊ設している。1: Uha made money to 4p1o in the ministry mentioned above.1. ', p3, it is reinforced concrete) jjl's box 1 is plate-shaped, the inner diameter is approximately the same size as the outer diameter of the wedge receiver 6, and the inner circumferential surface is the outer 0!11 surface of the inner 4plo. It forms a 9:1 surface with a reverse slope corresponding to 10hk, and iron plates 1 are installed on the inner and outer peripheral surfaces.
4,15 are set up 1jkj.
しかして、省内（詔１ｏを囲むやする状態に１灰自した
外押１３は内）７１面が各内申１ｏの外側面］Ｏｂに肖
接してこれら各内枠１ｏを押しｍ管杭１に目・、次階締
して固定式せ、がっこれｅｒ−より該位１１′Ｌに固定
されでいるとともに１この外枠１３か下降しようとする
ほど各内積ｌｏのｆｉＭ ％杭１への１１ユ接緊や１１
１万が強化され、かっこの外俣１３の固定力も強化され
るものである。Therefore, the 71 sides of the inner frame (outer push 13, which is in a state of enclosing the edict 1o) are in contact with the outer surface of each inner frame 1o, and push each of these inner frames 1o. Next, the floor is tightened and the fixed type is fixed, and the frame is fixed at 11'L from er-, and the more this outer frame 13 tries to descend, the more the fiM % pile of each inner volume lo moves to 1. 11 Yu emergency and 11
10,000 will be strengthened, and the fixing power of the outer part of the bracket 13 will also be strengthened.
１．６１ｒｉ朽築ｔ’ｉｔｉ利たるＪ側板状のコンクリ
ートブロックで、鋼管杭１より大径で外＄１３の外径よ
りも小径の貫ａ孔１７．１７を両端１゛４〜に形成して
冷〕す、１ｊＰｊ ’ｉｆ ４Ａ、ｌの左右ｅ ｔ３ｆ
Ｊ後のものに両端部の貫通孔１７．１７をｌＩｋ合し井
桁状に跨架きせ、かつ最下端のコンクリートブロック１
６の両端部に外構１３．に截１１Ａシて鋼１１杭ｌの頂
部のところ、まで１α合積載して皆る。1. A concrete block in the form of a J-side plate with a 1.61ri dilapidated structure, with a through-hole 17.17 with a diameter larger than the steel pipe pile 1 and smaller than the outer diameter of the outer diameter of 13 mm, with a diameter of 1.4 mm at both ends. cool down], 1jPj 'if 4A, left and right of l e t3f
Connect the through holes 17 and 17 at both ends to the one after J, and straddle it in a cross-shaped manner, and concrete block 1 at the lowest end.
External structure 13 on both ends of 6. Cut 11A and load 1α to the top of steel 11 pile L.
上記爪台積載されたコンクリートブロック１６は外摂１
３及びロッド３を介してｆ２１γ１杭ｌにより支持され
ているとともに、コンクリートブロック１６の荷ＪＲに
よつ′Ｃ外ｌ１２ｐ、 ｔ ３が内申１０をより−ｊ１
・１強く押＋ｒ： Ｌ硅′１管杭１へのＬｌ、次階締力
が強化され、かつぞり、によりこの外ｉ、１７４１３の
支持力も強化されているものである。The concrete block 16 loaded with the nail platform is
It is supported by f21γ1 pile l via 3 and rod 3, and due to the load JR of concrete block 16, t3 is
・1 Strong push + r: The Ll and next floor clamping force to the L silicon '1 pipe pile 1 is strengthened, and the supporting force of this outside i, 17413 is also strengthened by rolling.
また、必要Ｋ Ｊｌｉ；ζじて８４ｎ抗ｌの天端同士を
型ＬＩｉ・Ｊイ；４’ Ｋ：＋るい＆ＪＪｋ ｒｈ ｉ
Ｊちコンクリートにより遊結するとともに、各コンクリ
ートブロック１６のＴｔ ’ｉｌＤ孔１７が連続してｔ
）’ｌ ’ｉｌ抗ｌの周囲に形成された空ｊｌｉｉにコ
ンクリートあるいはモルタルを充填して ｔ＋：’ｉ管
杭１及びロッド３の腐食防止と補強を図るようにしても
よい。Also, the required K Jli; ζ and the tops of 84n anti-l are of the type LIi Ji; 4' K: + Rui & JJk rh i
At the same time, the Tt'ilD holes 17 of each concrete block 16 are connected continuously by the concrete.
)'l 'il The void formed around the shaft may be filled with concrete or mortar to prevent corrosion and reinforce the pipe pile 1 and rod 3.
この揚台、各内申１００曲にパツキン１２が紬されてい
るので、コンクリートオ）るいはモルタルが空洞から流
出するおそれかない。This platform has 12 pads attached to each of the 100 pieces, so there is no risk of concrete or mortar flowing out of the cavity.
なお、上記実施例では、鋼管杭に板状のコンクリートブ
ロックを装ｚ■シた消波堤についてｉ！’ｌｉ明したが
、ｌｊｊ土の建物でもよいとともに、＃ｊ’ｔｎ杭に１
）１（らず鉄ｈＩ」コンクリートｔｒｉしてもよく、ま
たコンクリートブロックに限らず、型ｋｌ ＄４あるい
は鉄筋コンクリートで形成した枠状体を装架してもよい
。In the above example, the wave dissipating levee in which plate-shaped concrete blocks are mounted on steel pipe piles is described. Although it was mentioned above, it is also possible to use earthen buildings and #j'tn with 1 on the pile.
) 1 (Zu-tetsu hI) concrete may be used, and it is not limited to concrete blocks, and a frame-shaped body made of type kl $4 or reinforced concrete may be mounted.
以」−述べたところから１９１らかなように、本発明に
よれヲ」゛、吊架６１ｉ杓により吊架した楔受体に約数
個の内＋！ダを載１ｉｌｉ、 したので、内申には外？
によるＩＴ−、縮応力力（発生し、４ツ１受体に吊架ｆ
ｅｌｔ材による引張応力が発生ずるから、例えは内（シ
・を吊架部利にｊＯ−ｉに吊架したことにより白抜ｌに
上記圧縮ＩＮ：力と引張応力とが同（ｆｙに生ずるため
に複雑なり用裂１ノド１入力が発生するということがな
いので、ｆｌｕ、力算定を明解に行え、内枠の股Ｎ１、
クシ作が容品になるとともに耐久性をｈめることかでき
る。From the above, it is clear that according to the present invention, approximately several of the wedge receivers suspended by the suspension rack 61i are attached. I posted 1 iri, so I don't want to report it?
Due to IT-, compressive stress force (generated, the suspension f
Since tensile stress is generated by the elt material, for example, if the above compressive IN: force and tensile stress are the same (fy) as shown in the white outline by suspending the inside (shi) from jO-i, Because of this, there is no need for complicated inputs for one fissure and one throat, so flu and force can be calculated clearly, and the inner frame's crotch N1,
It is possible to improve the durability of the comb as well as the quality of the product.
さらに、内枠を吊架＆１（材に係合させて楔受体ニ載Ｒ
’Ｌ Ｌでいるので、外積を嵌合する間に１これら内枠
が例えば撮動、波等によＶ盲動して配昨がずれたり、脱
落したりするおそれがなく、外４′ダ全確実にＩＫ自で
きて作ｒｊ１性が良いものである０Furthermore, attach the inner frame to the hanging frame &1 (engage the material and place it on the wedge receiver R).
'L L, so there is no risk that these inner frames will shift or fall off due to V-blind movement due to shooting, waves, etc. while fitting the outer products, and the outer 4' It is sure to be able to do IK and has good manufacturing properties.0
図面は本発明を消波堤に適用した実施例を示し、第１図
は一部を切欠して示した正面図、第２図をまあ５１図１
−１線位にＣにおける要部の平面図、第３図は第２図Ｉ
Ｉ −ＩＩ紳縦断面図、第４図をよコンクリートブロッ
クを井桁状に重合した状伸を示した斜視ｔｉ ｃオ）る
。
２・・・基礎地盤、ｌ・・・ｔｉｒｌ １’ｉ’ ４１
７ｆ、、３・・・吊架部材たるロッド、６・・・１１・
・受体、１０・・・内栓、１３・・・外４’：Ｌ １６
・・・コンクリートブロック。
１
第４図
７７
７The drawings show an embodiment in which the present invention is applied to a wave-dissipating levee. Fig. 1 is a partially cutaway front view, and Fig. 2 is a partially cutaway front view.
-1 line is a plan view of the main part at C, Figure 3 is Figure 2 I
The vertical sectional view of I-II and Figure 4 are perspective views showing the elongation of concrete blocks stacked together in a cross-shaped structure. 2...Foundation ground, l...tirl 1'i' 41
7f, 3...Rod serving as a hanging member, 6...11...
・Receptor, 10... Inner plug, 13... Outer 4': L 16
···Concrete block. 1 Figure 4 77 7
Claims (1)
た吊架部拐の一ト端に固着さノ１、かつ上記抗に嵌合し
て所要位Ｆり１に吊架した現状の（セ受体と、上記吊架
ｎ１＜ ４Ａｌｔ係合しかつ上記杭を囲紗する状ＪＪ
Ｋして」２記４ｐ受休に乗載した↑！１数個の内材ｆと
、これら内（′（・、′に嵌合しその各内枠を上記杭に
圧接緊締することにより上記所照位（Ｆ’Ｊ、 ＩｆＣ
同定された↓ＶＩ状の外什！と、この夕１化上に」１記
わ１．に治ってｆｉｔｉ ｉｌ’２されたコンクリ−ト
ブロックキｊの梠ｇｈ ｔｅｌｓ利とからなることを特
徴とする杭立脚型拓造物。1,) 1. The suspension part suspended from the top of the pile erected in the foundation ground if 7 is fixed to one end of the suspension part, and the current condition is that it is suspended at the required position F 1 by fitting into the above-mentioned shaft. (A shape JJ that engages the support body and the suspension frame n1 < 4Alt and surrounds the pile
"K" was posted on 2nd article 4p receiving leave ↑! The above-mentioned sighting position (F'J, IfC
Identified ↓VI-shaped exterior! 1. What is claimed is: 1. A pile-standing carved structure, characterized in that it is made of concrete block walls that have been cured and fitted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57199009A JPS5988512A (en) | 1982-11-15 | 1982-11-15 | Erected pile leg-type structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57199009A JPS5988512A (en) | 1982-11-15 | 1982-11-15 | Erected pile leg-type structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5988512A true JPS5988512A (en) | 1984-05-22 |
| JPS6142042B2 JPS6142042B2 (en) | 1986-09-18 |
Family
ID=16400585
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57199009A Granted JPS5988512A (en) | 1982-11-15 | 1982-11-15 | Erected pile leg-type structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5988512A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6458711A (en) * | 1987-08-26 | 1989-03-06 | Hisato Owaki | Construction of marine structure |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53117233A (en) * | 1977-03-22 | 1978-10-13 | Oowaki Hisato | Method of building waterbreak construction |
| JPS5639220A (en) * | 1979-09-08 | 1981-04-14 | Owaki Hisato | Buliding method for breakwater structure |
-
1982
- 1982-11-15 JP JP57199009A patent/JPS5988512A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53117233A (en) * | 1977-03-22 | 1978-10-13 | Oowaki Hisato | Method of building waterbreak construction |
| JPS5639220A (en) * | 1979-09-08 | 1981-04-14 | Owaki Hisato | Buliding method for breakwater structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6458711A (en) * | 1987-08-26 | 1989-03-06 | Hisato Owaki | Construction of marine structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6142042B2 (en) | 1986-09-18 |
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