WO2016171566A1 - Raccord de pieu en béton - Google Patents

Raccord de pieu en béton Download PDF

Info

Publication number
WO2016171566A1
WO2016171566A1 PCT/NO2016/000015 NO2016000015W WO2016171566A1 WO 2016171566 A1 WO2016171566 A1 WO 2016171566A1 NO 2016000015 W NO2016000015 W NO 2016000015W WO 2016171566 A1 WO2016171566 A1 WO 2016171566A1
Authority
WO
WIPO (PCT)
Prior art keywords
pile
lock
connector
expansion element
lock space
Prior art date
Application number
PCT/NO2016/000015
Other languages
English (en)
Inventor
Sverre Steinar FREDRIKSEN
Bjørn SOLLI
Original Assignee
Fredriksen Sverre Steinar
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 by Fredriksen Sverre Steinar filed Critical Fredriksen Sverre Steinar
Publication of WO2016171566A1 publication Critical patent/WO2016171566A1/fr

Links

Classifications

    • 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
    • E02D5/22—Piles
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • 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
    • E02D5/22—Piles
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • 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
    • E02D5/22—Piles
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E02D5/526—Connection means between pile segments

Definitions

  • the invention relates to locking structures used for connection of piles rammed into the ground, more specifically it relates to a concrete pile connector that is locked by means of energy applied to the piles when rammed or vibrated into the ground.
  • Piles are an important part in many construction works, from foundation of buildings to roads, railways and port facilities. In northern areas with frost heave and permafrost piling are particularly useful. Globally thousands of kilometers of piles are piled each year.
  • Piling is done executed by a rig comprising a pile tower and a weight from few hundred kilos to several thousand kilos which rams the pile into the ground.
  • the piling rig may also employ a powerful vibrator having substantially the same effect as a ramming w eight.
  • the pile tower not be too high and impractical and to enable transfer of the piles, the piles must be connected w hen there is need for longer lengths. For this purpose a pile connector is needed.
  • EP 2186944 discloses a locking structure for extension of reinforced concrete piles.
  • the first reinforced concrete pile and the second reinforced concrete pile has, at its
  • Said locking structure includes a locking ring on each inner extension of the transverse hole in the lock housings.
  • Said locking ring has between its outer diameter and its inner diameter a continuous circumferential segment, and between the inner diameter and a bore diameter of a central opening, spring blades are separated from one another by radial slots.
  • Said locking structure also comprises insert pins, an inner end w ith cylindrical or polygonal cross section, which has an engagement diameter smaller than the inner diameter of the locking ring and larger than the inner diameter of the locking ring.
  • the object of the present invention is to provide a pile connector which locks the piles together by the weight of the pile to be connected and the energy used to ram the piles into the ground.
  • the invention relates to a pile connector for coupling two concrete piles driven into the ground by ramming or vibration comprising: two pile armatures cast into the end of the piles to be connected, each pile armature comprises at least one lock space, wherein the entrance to the lock room has a smaller radius than the lock space, wherein the locking spaces of the two pile amiatures are pairwisc against each other and wherein each pair of lock spaces have a corresponding fastening unit comprising: one expansion element which fits into the inner diameter of the lock space and two wedge elements having a neck portion that fits into the inside of the tubular expansion element, and having a head portion which fits into the respective lock space.
  • the invention relates to a method for connecting two piles using a pile connector according to this invention, comprising the steps of: setting the fastener (s) into the locking space (s) in the concrete pile that is to be rammed into the ground: guide the lock space (s) of the pile to be connected dow n onto the upper ends of the fixing device (s); and locking the pile connector by tapping or vibrating the concrete pile into the ground.
  • Figure 1 shows a pile armature from the side facing out from the pile surface.
  • Figure (2) a shows two wedges and an expansion element which is not activated.
  • Figure (2) b shows two wedges and an expansion element which is activated.
  • Figure (3) a shows a pile connector before activation.
  • Figure (3) b shows a pile connector after activation.
  • Figure 1 shows an embodiment of a pile armature ( 1 ) where it is displayed four lock spaces (2) and four reinforcement rods (3) for casting the pile armature into the pile.
  • the reinforcement attached to the locking feature.
  • Typical dimensions of a concrete pile varie from 20 x 20 cm to 60 x 60 cm. but they can also have other dimensions and may be round or rectangular.
  • the pile armature ( 1 ) may include one or more lock spaces (2).
  • the lock space (2) may be made of a sturdy metal e.g. steel and go deep enough into the end face of the pile so that the piles are locked together. The further the lock chamber (2) projects into the pile and the w ider it is. the greater the friction surface / locking surface becomes and the more strongly the piles are locked to each other. This correlation applies until the lock spaces (2) are so wide that the strength is weakened because they extend too close to the side edges of the pile.
  • the pile armature ( 1 ) only is a plate embedded in the pile surface by means of reinforcing bars (3 ) and that the lock space (2) is only a cavity in the concrete.
  • the pile armature ( 1 ) may comprises a section (4) perpendicular to the pile surface that completely encloses the end of the concrete pile at a distance from the concrete pile end at least equal to the depth of the lock space (s) (2) to counteract the expansion forces from the expansion member (s) (5) and provide support to the concrete.
  • Figure 2A shows two pairs of wedge elements (6) and an expansion element (5 ) designed as a hollo lube before it is rammed into a locking position as show n in Figure 2B.
  • this constitutes a fastening unit (20) which is inserted into the lock space (s) of the lower pile before the next pile is placed on top of this.
  • one wedge element is slightly longer than the other so that the expansion element (5 ) is filled ith a metal core w here the expansion element (5) passes from the first armature ( 1 ) to the second armature ( 1 )
  • the expansion element is provided w ith a central portion (7) in w hich the expansion element (5 ) is not a pipe, but is made of compact metal. In this way. deformation in the area between the two piles in the expansion element (5 ) is
  • the expansion element 5 is made of a non-expandable middle section (7). for example in the form of a harder metal or the like to ensure that the middle portion does not enter into the area between the two pile armatures 1 and prevent them from contacting each other.
  • the w edge element (6) may have many forms, one of which is shown in Figure 2 ⁇ and B.
  • the wedge element 6 here comprises a neck portion (8) w hich fits into the form of the expansion element (5) and a wider head portion 9 wherein the transition between the neck portion (8) and the head portion (9) exhibits an inclined surface ( 1 1 ) for causing the expansion element to expand when the pile is rammed or vibrated into the ground by a piling rig. Because the head 9 of the wedge elements abuts against the bottom of the upper and lower lock space (2).
  • the whole weight of the pile to be connected and the energy from the ramming or vibrating mechanism of the piling rig to go through all of the expansion elements (5) that exists in the connector and deform them into a locked position.
  • much of the process of connecting the piles to each other will take place while ramming or vibrating is in progress, not before ramming or vibration starts, as is the case in the prior art. and thus time will be saved.
  • the bottom of the lock space (2) can be narrowed to receive and closely surround the head (9) of the wedge element (6) and thus provide additional support.
  • the head (9) of the wedge element (6) has a conical portion facing upward when the fastening unit (20) is inserted into the lock space (s) (2) to the lower pile to facilitate guiding the pile to be connected in the correct position.
  • a resilient seal or gasket may be provided between the two pile armatures 1 in a pile connector 1 .
  • the two pile armatures ( 1 ) on the end faces of the piles to be connected are symmetrical about a plane extending perpendicular to the piles longitudinal axis and midway between the two armatures ( 1 ) on the piles to be connected together.
  • the length of the two wedge elements (6) and. if present, the compact central portion (7) of the expansion element (5). should not be longer than the depth of the two opposite lock spaces (2). but should be approximately the same length, in order to reduce the play.
  • the volume of material in the upper and lower halves of the expansion element (5) should not be greater than the volume between the respective wedges and lock space. It is also conceivable that a wedge element (6) is integrated or permanently mounted to the bottom of the lock space (2).
  • the expansion element 5 is made of a resilient metal and divided into at least two parts in both ends that go into the locking space (2), so that the wedge element (6) can be pressed between these parts and expand the ends of the expansion element (5) to a radius greater than the entrance radius of the lock space (2). thereby locking the ends permanently in the locking space (2).
  • Figure 3A shows the fastening unit of the pile connector ( 10) before it is rammed to a locked position as shown in Figure 3B.
  • the lock space in this embodiment has an extended section ( 12) which can accommodate the expanded expansion element after it is expanded over the inclined surface ( 1 1 ).
  • the expansion element should meet sufficient resistance between the recess and lock room so that the part of the extended section ( 12) nearest the pile end is filled with metal the greatest possible extent and thereby provides a restraint w ithout play. This can be adjusted by the metal formability and angle of the inclined surface ( 1 1 ) of the wedge element.
  • the angle between the inclined surface ( 1 1 ) of the wedge element 6 and the longitudinal axis of the wedge element 6 should be between 0 and 45 degrees, more preferably between 15 and 35 degrees.
  • Typical dimensions for the head (9) of the wedge element (6) will be the same radius or slightly smaller than the entrance to the lock chamber (2).
  • the cylindrical part of the wedge element (6) will be the same radius as the inner radius of the expansion element (5).
  • the two wedges must be readily inserted into the two ends of the expansion element and together form a fastening unit 20 that can be inserted into the lock space (s) 2.
  • the space between the various units should be between 0 and I mm. but can also be more.
  • the thickness of the walls of a tubular expansion clement (5) will be approximately 1 - 1 /4 of the neck (8) radius and equal to the difference between the radius of the neck portion (8) and the maximum radius of the head.
  • Radius to lock the room will typically be equal to the radius of the head (9) plus the thickness of the expansion element and a little extra. Radius or size o a lock space will depend on the number of lock spaces. With 4 lock spaces (2) in a 275 x 275 mm piling the radius of the entrance of the lock space will typically be approximately 10-20 mm. more preferred approximately 15 mm.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Piles And Underground Anchors (AREA)

Abstract

L'invention concerne un raccord de pieu (10) pour relier deux pieux en béton entraînés dans le sol par damage ou vibration, comprenant : deux armatures de pieu (1) moulées dans les faces d'extrémité de pieux pour être reliées, chaque armature de pieu (1) comprenant au moins un espace de verrouillage (2) ayant une entrée qui a un rayon d'ouverture plus petit que l'espace de verrouillage, les espaces de verrouillage (2) des deux armatures de pieu (1) étant alignés par paire l'un contre l'autre, et chaque paire d'espaces de verrouillage appartenant à une unité de fixation (20) comprenant : un élément d'expansion (6) qui s'adapte à travers l'entrée de l'espace de verrouillage (2), et un élément de coin (5) dans chaque espace de verrouillage (2), avec une partie de col (8) qui s'adapte à l'intérieur de l'élément d'expansion (6) et une partie de tête (9) qui s'adapte dans les espaces de verrouillage respectifs (2).
PCT/NO2016/000015 2015-04-20 2016-04-20 Raccord de pieu en béton WO2016171566A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20150468 2015-04-20
NO20150468A NO20150468A1 (no) 2015-04-20 2015-04-20 Peleskjøt og fremgangsmåte for bruk

Publications (1)

Publication Number Publication Date
WO2016171566A1 true WO2016171566A1 (fr) 2016-10-27

Family

ID=56072393

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NO2016/000015 WO2016171566A1 (fr) 2015-04-20 2016-04-20 Raccord de pieu en béton

Country Status (2)

Country Link
NO (1) NO20150468A1 (fr)
WO (1) WO2016171566A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112900427A (zh) * 2021-01-07 2021-06-04 福建安捷工贸有限公司 一种膨胀式抗拔连接结构及应用
WO2023030631A1 (fr) 2021-09-02 2023-03-09 R Konsultointi Oy Ensemble pile

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2068500A (en) * 1980-01-28 1981-08-12 Lohja Ab Oy Extension joints for concrete piles
EP2186944A2 (fr) 2008-11-17 2010-05-19 Leimet Oy Construction assurant un verrouillage

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE192023C1 (fr) * 1964-01-01
GB1288088A (fr) * 1969-07-17 1972-09-06
US3651653A (en) * 1970-06-12 1972-03-28 Charles A Kronlage Jr Sectional pile and coupling means
GB1297330A (fr) * 1971-06-21 1972-11-22
NL1007479C2 (nl) * 1997-11-07 1999-05-19 Peter Cornelis Peters Set van prefab-elementen, verbindingsset, verbindingsorgaan en werkwijze voor het vervaardigen van een betonnen sectie.
NO20035480L (no) * 2003-12-09 2005-06-10 Wilhelm Otto Hansen Hurtigskjot

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2068500A (en) * 1980-01-28 1981-08-12 Lohja Ab Oy Extension joints for concrete piles
EP2186944A2 (fr) 2008-11-17 2010-05-19 Leimet Oy Construction assurant un verrouillage

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112900427A (zh) * 2021-01-07 2021-06-04 福建安捷工贸有限公司 一种膨胀式抗拔连接结构及应用
WO2023030631A1 (fr) 2021-09-02 2023-03-09 R Konsultointi Oy Ensemble pile

Also Published As

Publication number Publication date
NO20150468A1 (no) 2016-10-21

Similar Documents

Publication Publication Date Title
KR100966890B1 (ko) 기존 교량의 보수, 보강시 지반에 설치되는 강재말뚝의압입방법 및 장치
KR100675985B1 (ko) 버팀보 수평수직 보강용 브레이싱
KR102319355B1 (ko) 향상된 시공정밀도 및 구조적 강도를 가지는 구조물의 기초보강방법
JP4691690B2 (ja) 脚柱の接合部構造および接合方法
WO2016171566A1 (fr) Raccord de pieu en béton
KR102274384B1 (ko) 강관 이음장치
JP5616625B2 (ja) Ｓｃ杭及びその製造方法
KR101893658B1 (ko) 모노파일 시공을 위한 현장 타설 말뚝 상단과 교각 하단 사이 연결부 거푸집 장치 및 시공방법
JP4673244B2 (ja) 鉄骨柱と既製杭との接合方法
JP2009019360A (ja) 橋脚とフーチングとの接合構造及び方法
JP4924967B2 (ja) 塔状構造体
KR200436405Y1 (ko) 버팀보 보강용 브레이싱 서포트 체결구조
KR101414053B1 (ko) Phc 말뚝의 천공장치 및 이를 이용한 phc 말뚝의 두부 보강방법
EP1767710B1 (fr) Boulon de scellement composite et méthode de construction du boulon de scellement
JP3760302B2 (ja) 部材の接合構造および場所打ちコンクリート杭と上部構造との接合部の構築方法
KR100437261B1 (ko) 강관말뚝의 머리부 보강구조
KR102441971B1 (ko) 횡변위 제어용 윙을 갖는 해상 지지구조물의 시공방법
US20230332367A1 (en) Drilling apparatus for creating a borehole
JP3887248B2 (ja) コンクリート造基礎の支持構造
JP2018104944A (ja) 柱脚構造およびその施工方法
KR20190122929A (ko) 암반 확경 천공을 통한 교각일체화 공법
JP2006322226A (ja) ボルト付き鋼矢板及びその施工方法、並びにその方法に使用される鋼矢板本体及び鋼材付き孔あき鋼板
JP5267242B2 (ja) 橋脚基礎構造及び橋脚基礎施工方法
JP4803438B2 (ja) 既存基礎の改修構造および改修方法
KR200445662Y1 (ko) 방향성이 보강된 ｈ-형강 다중 조립체를 이용한현장타설말뚝

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 16724743

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 16724743

Country of ref document: EP

Kind code of ref document: A1