JP4691078B2 - Pile head ring - Google Patents
Pile head ring Download PDFInfo
- Publication number
- JP4691078B2 JP4691078B2 JP2007227432A JP2007227432A JP4691078B2 JP 4691078 B2 JP4691078 B2 JP 4691078B2 JP 2007227432 A JP2007227432 A JP 2007227432A JP 2007227432 A JP2007227432 A JP 2007227432A JP 4691078 B2 JP4691078 B2 JP 4691078B2
- Authority
- JP
- Japan
- Prior art keywords
- pile head
- head ring
- bolt
- fastening plate
- end plate
- 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.)
- Active
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Description
本発明は、杭頭リングに関する。 The present invention relates to a pile head ring.
深礎杭の場合、既設杭の上端に新たな杭を継ぎ足して地盤中に打ち込んでいる。杭同士の接合は支持荷重に影響するため、種々の接合構造やその施工法が開発されており、例えば、端板同士を溶接するやり方が特開平10−121467号公報に、端板に取り付けたフランジ板同士をボルトで締結するやり方が特開2002−121733号公報に、また接続片とボルトを使うやり方が特開2005―299243号公報に、それぞれ開示されている。
特開平10−121467号公報に開示された杭の接続方法は、段落[0026]及び段落[0027]を参照すれば、次の通りである。端板2の外周に取り付けた円筒側板3にネジ穴4を設けておく。杭A同士を接合する際、端板2と2を当接させ、両者の外周面に円弧状の接続片7をあてがい、六角ボルト9を接続片7のボルト孔8を通してネジ孔4にねじ込む。これによって、相対する杭A同士が接合される。
A method for connecting piles disclosed in Japanese Patent Application Laid-Open No. 10-112467 is as follows, referring to paragraphs [0026] and [0027]. A screw hole 4 is provided in a
この公報によると、段落[0017]に、円筒側板3は端板2の面2bに溶接して構成される旨の記載があるが、溶接作業はいうまでもなく厄介な作業である。同段落の末尾に、継手部材Bにおける端板2と円筒側板3は大型の鋼材を機械加工することで削り出して形成してもよい、旨の記載があるが、切削作業も時間を要して大変な作業である。
According to this publication, paragraph [0017] describes that the
特開2002―121733号公報には、段落[0026]及び[0027]に、杭1の杭径より大きな径を有するフランジ板4を予め杭端部の端板2に溶接し、杭1の建て込みを行う途中で、上下の杭1a、1bのフランジ板4どうしを、小孔aを一致させて当接させ、小孔aに通したボルト5により接合する、旨の記載がある。
フランジ板4を杭端部の端板2に溶接する作業も、工場生産による現場作業の省略は可能となるとはいえ、溶接作業そのものが甚だ厄介な作業である。
In JP-A-2002-121733, in the paragraphs [0026] and [0027], a flange plate 4 having a diameter larger than the pile diameter of the
The work of welding the flange plate 4 to the
特開2005―299243号公報に示された既製コンクリート杭の端板では、杭の接合に際しては、その図4に示されているように、主リング部材3(端板部;端板)同士を溶接するようになっている。
溶接による接合は現場作業となり、作業が厄介で、屋外作業の場合は天候にも左右される。
In the end plates of ready-made concrete piles disclosed in JP-A-2005-299243, when joining the piles, as shown in FIG. 4, the main ring members 3 (end plate portions; end plates) are connected to each other. It is supposed to be welded.
Joining by welding is an on-site operation, which is cumbersome and depends on the weather when working outdoors.
本発明にかかる杭頭リングは、端板部と、該端板部の外周縁部から該端板部と直角方向へ突き出た筒体部と、該筒体部の中心を通る放射線上で該筒体部の外周面に該中心へ向けて形成された凹陥部と、該凹陥部内にあってボルトの軸部が外方から出入自在の切欠部を有する締着板部を備えている。そして、相対する杭頭リングの同一軸線上に配列された該切欠部にボルトの軸部を挿入し、ナットを該ボルトに螺合して締め付けることにより締着板部同士を一体化する。これにより、杭相互が強固に連結される。 The pile head ring according to the present invention includes an end plate portion, a cylindrical body portion projecting from the outer peripheral edge portion of the end plate portion in a direction perpendicular to the end plate portion, and radiation passing through the center of the cylindrical body portion. A concave portion formed on the outer peripheral surface of the cylindrical body portion toward the center, and a fastening plate portion having a notch portion in which the shaft portion of the bolt can enter and exit from the outside in the concave portion. Then, the fastening plate portions are integrated by inserting the shaft portion of the bolt into the notch portion arranged on the same axis line of the opposing pile head rings, screwing the nut into the bolt, and tightening. Thereby, piles are mutually connected firmly.
杭は、通常のように、緊張材例えばPC鋼棒に緊張力を導入された状態で各端部を杭頭リングの円周上に穿った係止孔に係止され、コンクリートを充填されて成形されている。 杭を連結するに際し、ナットを予めボルトに螺合しておいてもよい。この場合、ボルト頭部とナット間の距離を該締着板部の二枚分の厚さより大きく取っておく。両締着板部を重ね合わせた状態で、ボルトの頭部を一方の凹陥部に向け、ナットを他方の凹陥部に向けて、軸部を該切欠部に挿入する。ここで、ボルト・ナットを締め付けるが、その締付力は適宜加減できる。 As usual, the pile is locked in a locking hole with each end pierced on the circumference of the pile head ring with tension applied to a tension material such as a PC steel rod and filled with concrete. Molded. When connecting the piles, the nuts may be screwed into the bolts in advance. In this case, the distance between the bolt head and the nut is set larger than the thickness of the two fastening plate portions. With both fastening plate portions overlapped, the head portion of the bolt is directed to one recessed portion, the nut is directed to the other recessed portion, and the shaft portion is inserted into the notched portion. Here, bolts and nuts are tightened, but the tightening force can be appropriately adjusted.
このように、杭頭リングの連結に際し、従来のように、ボルトをボルト孔に挿通してからボルトの他端にナットを螺合して締め付ける作業は必要ない。ボルトにナットを螺合した状態でボルトの軸部を切欠部に外部から挿入するようにすすれば、ナットを締め付けるだけなので、作業が至って簡単で、締付力も適宜加減できる。 As described above, when connecting the pile head rings, it is not necessary to insert a bolt into the bolt hole and then screw and tighten the nut to the other end of the bolt as in the conventional case. If the shaft portion of the bolt is inserted from the outside into the notch portion while the nut is screwed onto the bolt, the nut is only tightened, the work is simple, and the tightening force can be appropriately adjusted.
製造には鋳造が望ましいが、板金加工でもよい。この端板部は、杭を打ち込む場合にかなりの衝撃荷重が掛かるので、衝撃に耐えられる強度が必要である。なお、適切な材質を選択することにより適度な変形機能を備えるものとすることが好ましく、そのような材質として、例えばダクタイル鋳鉄が挙げられる。 Casting is desirable for manufacturing, but sheet metal processing may also be used. Since the end plate portion is subjected to a considerable impact load when driving the pile, the end plate portion needs to be strong enough to withstand the impact. In addition, it is preferable to provide an appropriate deformation function by selecting an appropriate material, and an example of such a material is ductile cast iron.
(請求項2)該凹陥部は該放射線と直角方向の軸線を有しており、該締着板部は該軸線と直角方向をなしていてもよい。
こうすると、連結するべき杭の凹陥部同士を一直線上に配置でき、ボルトの挿入が容易となる。
(Claim 2) The recessed portion may have an axis perpendicular to the radiation, and the fastening plate may be perpendicular to the axis.
If it carries out like this, the recessed part of the pile which should be connected can be arrange | positioned on a straight line, and insertion of a volt | bolt becomes easy.
(請求項3)該凹陥部は該軸線上で該切欠部と反対側が天蓋部により閉塞されていてもよい。
こうすると、リングを杭の頭部に位置させて遠心成形したとき、コンクリートが凹陥部を通って外部へ漏出することがない。
(Claim 3) The concave portion may be closed on the axis on the side opposite to the notch portion by a canopy portion.
If it carries out like this, when a ring is located in the head of a pile and it performs centrifugal molding, concrete will not leak outside through a recessed part.
(請求項4)該締着板部は座金を密接に収容する凹部を有し、該凹部の壁面の周長は該座金の周長の半分を超えた範囲を覆う長さとなっていてもよい。
こうすると、座金は凹部に収めるだけで位置が特定され、杭の打ち込み中に衝撃を受けても該切欠部から抜け出ることはなく、ボルト・ナットも締結状態を維持できる。
(Claim 4) The fastening plate portion may have a concave portion that closely accommodates the washer, and the circumferential length of the wall surface of the concave portion may be a length that covers a range exceeding half of the circumferential length of the washer. .
By doing so, the position of the washer is specified only by being housed in the recess, and even if it receives an impact during driving of the pile, it does not come out of the notch, and the bolt and nut can be maintained in the fastening state.
(請求項5)該凹陥部は外周面にリブを備えていてもよい。
こうすると、凹陥部に外部から大きな荷重が掛ったときに、その変形を防止できる。
(Claim 5) The recessed portion may have a rib on the outer peripheral surface.
If it carries out like this, when a big load is applied to the recessed part from the outside, the deformation | transformation can be prevented.
本発明にかかる杭頭リングによれば、該筒体部の中心を通る放射線上で該筒体部の外周面に該中心へ向けて形成された凹陥部と、該凹陥部内にあってボルトの軸部が外方から出入自在の切欠部を有する締着板部を備えているので、杭を連結する際、ボルトをボルト挿通孔に挿通する必要はなく、相対する杭頭リングの該切欠部にボルトを挿入し、ナットを該ボルトに螺合することにより締着板部同士を一体化する。これにより、杭相互が強固に連結される。 According to the pile head ring according to the present invention, on the radiation passing through the center of the cylindrical body portion, a concave portion formed on the outer peripheral surface of the cylindrical body portion toward the center, and the bolt in the concave portion Since the shaft portion has a fastening plate portion having a notch portion that can be freely inserted and removed from the outside, it is not necessary to insert a bolt into the bolt insertion hole when connecting the pile, and the notch portion of the opposite pile head ring The fastening plate portions are integrated by inserting a bolt into the nut and screwing the nut into the bolt. Thereby, piles are mutually connected firmly.
ナットを予めボルトに螺合し、ボルト頭部とナット間の距離を該締着板部の二枚分の厚さより大きく取っておけば、両締着板部を重ね合わせた状態で、ボルトの頭部を一方の凹陥部に向け、ナットを他方の凹陥部に向けて、軸部を該切欠部に挿入し、ボルト・ナットを締め付ければよい。作業が至って簡単で、その締付力も適宜加減できる。 If the nut is screwed into the bolt in advance and the distance between the bolt head and the nut is set larger than the thickness of the two fastening plates, the bolt The head portion may be directed to one of the recessed portions, the nut may be directed to the other recessed portion, the shaft portion may be inserted into the cutout portion, and the bolts and nuts may be tightened. The work is very simple and the tightening force can be adjusted appropriately.
図1は本発明にかかる杭頭リングの具体例の正面図、図2は図1の平面図で下半分を省略してある。図3は図1の底面図で右半分を省略してあり、上半部は非締結状態、下半部は締結状態を示す。図4は図2のA部拡大図である。図5は図3の4−4線断面図で杭頭リング相互を連結した状態で示すものである。 FIG. 1 is a front view of a specific example of a pile head ring according to the present invention, and FIG. 2 is a plan view of FIG. FIG. 3 is a bottom view of FIG. 1 with the right half omitted, with the upper half shown in a non-fastened state and the lower half shown in a fastened state. FIG. 4 is an enlarged view of part A of FIG. FIG. 5 is a cross-sectional view taken along line 4-4 in FIG.
本発明に係る杭頭リングは、端板部11と、この端板部11の外周縁部からこの端板部11と直角方向へ突き出た筒体部12と、この筒体部12の中心cを通る放射線r上で筒体部12の外周面に中心cへ向けて形成された凹陥部13と、この凹陥部13内にあってボルト14の軸部15が外方から出入自在の切欠部16を有する締着板部17を備えている。
The pile head ring according to the present invention includes an end plate portion 11, a cylindrical body portion 12 protruding from the outer peripheral edge portion of the end plate portion 11 in a direction perpendicular to the end plate portion 11, and a center c of the cylindrical body portion 12. A recess 13 formed on the outer peripheral surface of the cylindrical body 12 toward the center c on the radiation r passing through the center, and a notch in which the shaft 15 of the
この杭頭リングは、相対する杭頭リングの同一直線上に配列された切欠部16に側方からボルト14の軸部15を挿入し、ナット18をボルト14に螺合して締め付けることにより、締着板部17同士を一体化して杭相互を連結するようになっている。これにより、杭相互が強固に連結される。なお、ナット18を予めボルト14の軸部15に螺合し、ボルトの頭部31とナット18間の距離を締着板部17の二枚分の厚さより大きく取っておけば、両締着板部17を突き合わせた状態で、ボルト14の頭部31を一方の凹陥部13に向け、ナット18を他方の凹陥部13に向けて、軸部15を切欠部16に挿入し、ボルト・ナットを締め付ければよい。作業が至って簡単で、その締付力も適宜加減できる。
This pile head ring is formed by inserting the shaft portion 15 of the
(請求項2)凹陥部13は放射線rと直角方向の軸線xを有しており、締着板部17は軸線xと直角方向をなしている。
この場合、連結するべき杭の凹陥部13同士を一直線上に配置でき、ボルト14の挿入が容易となる。
(Claim 2) The recessed portion 13 has an axis x perpendicular to the radiation r, and the
In this case, the recessed portions 13 of the piles to be connected can be arranged on a straight line, and the
(請求項3)凹陥部13は軸線x上で切欠部16と反対側が天蓋部19により閉塞されている。
この場合、杭頭リングを所定位置に配置して遠心成形したとき、コンクリートが凹陥部13を通って外部へ漏出することがない。
(Claim 3) The recessed portion 13 is closed on the axis x by the canopy portion 19 on the side opposite to the
In this case, when the pile head ring is arranged at a predetermined position and centrifugally molded, the concrete does not leak to the outside through the recessed portion 13.
(請求項4)締着板部17は座金20を密接に収容する凹部21を有し、この凹部21の壁面22の周長は座金20の周長の半分を超えた範囲を覆う長さとなっている。
この場合、座金20は杭の打ち込み中に衝撃を受けても切欠部16から抜け出ることはなく、従ってボルト14とナット18は締結状態を維持できる。
(Claim 4) The
In this case, the washer 20 does not come out of the
(請求項5)凹陥部13は外周面にリブ23を備えている。
この場合、凹陥部13に外部から大きな荷重が掛ったときに、その変形を防止できる。
(Claim 5) The recessed portion 13 includes a
In this case, when a large load is applied to the recessed portion 13 from the outside, the deformation can be prevented.
なお、図面において、31は通常のようにPC鋼棒の係止穴で、PC鋼棒の頭部を挿通する大径部と頭部を抑止する小径部からなっている。32は欠肉部で、鋳造品の場合の材料を節約するためのものである。 In the drawings, reference numeral 31 denotes a locking hole for a PC steel rod as usual, which is composed of a large diameter portion for inserting the head of the PC steel rod and a small diameter portion for suppressing the head. 32 is a lacking portion for saving material in the case of a cast product.
11 端板部
12 筒体部
13 凹陥部
c 中心
r 放射線
14 ボルト
15 軸部
16 切欠部
17 締着板部
18 ナット
19 天蓋部
20 座金
21 凹部
22 壁面
23 リブ
31 係止孔
32 欠肉部
DESCRIPTION OF SYMBOLS 11 End plate part 12 Cylindrical part 13 Recessed part c
Claims (5)
The pile head ring according to claim 1, 2, 3, or 4, wherein the recessed portion (13) includes a rib (23) on an outer peripheral surface thereof.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2007227432A JP4691078B2 (en) | 2007-09-03 | 2007-09-03 | Pile head ring |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2007227432A JP4691078B2 (en) | 2007-09-03 | 2007-09-03 | Pile head ring |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2009057781A JP2009057781A (en) | 2009-03-19 |
JP4691078B2 true JP4691078B2 (en) | 2011-06-01 |
Family
ID=40553774
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2007227432A Active JP4691078B2 (en) | 2007-09-03 | 2007-09-03 | Pile head ring |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4691078B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102002944A (en) * | 2010-10-23 | 2011-04-06 | 江苏建华管桩有限公司 | Mechanical connecting structure of anti-floating pile heads and connecting method thereof |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6162936U (en) * | 1984-09-28 | 1986-04-28 | ||
JPH08260455A (en) * | 1995-03-22 | 1996-10-08 | Satake Tekko Kk | Joint structure of concrete pile |
JP2000234334A (en) * | 1999-02-17 | 2000-08-29 | Yunitaito Kk | Insert structure, connecting structure and connecting device for pc pile |
JP2002339348A (en) * | 2001-05-14 | 2002-11-27 | Kubota Corp | Joint structure of pile |
-
2007
- 2007-09-03 JP JP2007227432A patent/JP4691078B2/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6162936U (en) * | 1984-09-28 | 1986-04-28 | ||
JPH08260455A (en) * | 1995-03-22 | 1996-10-08 | Satake Tekko Kk | Joint structure of concrete pile |
JP2000234334A (en) * | 1999-02-17 | 2000-08-29 | Yunitaito Kk | Insert structure, connecting structure and connecting device for pc pile |
JP2002339348A (en) * | 2001-05-14 | 2002-11-27 | Kubota Corp | Joint structure of pile |
Also Published As
Publication number | Publication date |
---|---|
JP2009057781A (en) | 2009-03-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9249817B2 (en) | Wooden member joint structure | |
JP2005351412A (en) | Connection method for steel pipes | |
JP2009299298A (en) | Mechanical joint of steel pipe pile | |
JP4691078B2 (en) | Pile head ring | |
JP6262544B2 (en) | Flange joint reinforcing structure and annular protective member used therefor | |
JP4474430B2 (en) | Pile joint structure | |
JP2011052483A (en) | Column joint structure | |
JP2016050606A (en) | Steel pipe pile joint structure | |
JP4642003B2 (en) | Building structure connection method and connection structure | |
JP3161542U (en) | Pile head structure | |
KR20090004347U (en) | Centering washer | |
JP5376997B2 (en) | Split runner | |
JP4621570B2 (en) | Pile fastening structure and fastener used therefor | |
JP3902637B2 (en) | Pile fastening structure and fastener | |
JP2007063955A (en) | Connection structure | |
JP2008063860A (en) | Pile head ring, pile using this pile head ring and method of manufacturing the pile | |
JP3965572B2 (en) | Pile connection structure | |
JP2008231733A (en) | Joint structure of pile | |
JPH1150556A (en) | Joint structure of base with column | |
WO2014080661A1 (en) | Weldless joint for piles | |
JPH10121467A (en) | Joint structure of pile | |
JP6083632B1 (en) | Locking nut | |
JP4417228B2 (en) | NUT HOLDER, CONCRETE STRUCTURE PROVIDED WITH NUT HOLDER AND METHOD FOR PRODUCING THE SAME | |
JP2000110159A (en) | Joint structure of pc pile and joint device | |
JP2000234334A (en) | Insert structure, connecting structure and connecting device for pc pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A711 | Notification of change in applicant |
Free format text: JAPANESE INTERMEDIATE CODE: A711 Effective date: 20090911 |
|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20090914 |
|
A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A821 Effective date: 20090911 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20110121 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20110215 |
|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20110218 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 4691078 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140225 Year of fee payment: 3 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313117 |
|
S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
R371 | Transfer withdrawn |
Free format text: JAPANESE INTERMEDIATE CODE: R371 |
|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313117 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |