EP4187018A1 - Pfahlfundament und verfahren zum installieren eines pfahlfundaments - Google Patents

Pfahlfundament und verfahren zum installieren eines pfahlfundaments Download PDF

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Publication number
EP4187018A1
EP4187018A1 EP21211303.9A EP21211303A EP4187018A1 EP 4187018 A1 EP4187018 A1 EP 4187018A1 EP 21211303 A EP21211303 A EP 21211303A EP 4187018 A1 EP4187018 A1 EP 4187018A1
Authority
EP
European Patent Office
Prior art keywords
pile foundation
pile
end part
ground
hole
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
Application number
EP21211303.9A
Other languages
English (en)
French (fr)
Inventor
Søren D. Otte
Lars G. Christensen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Centrum Pæle AS
Original Assignee
Centrum Pæle AS
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 Centrum Pæle AS filed Critical Centrum Pæle AS
Priority to EP21211303.9A priority Critical patent/EP4187018A1/de
Publication of EP4187018A1 publication Critical patent/EP4187018A1/de
Pending legal-status Critical Current

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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
    • E02D27/42—Foundations for poles, masts or chimneys
    • 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
    • E02D5/24—Prefabricated piles
    • E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02—Placing by driving
    • 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
    • E02D5/50—Piles comprising both precast concrete portions and concrete portions cast in situ
    • 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 present invention relates to a pile foundation and a method for installing a pile foundation.
  • Concrete pile foundations are typically used for deep piling foundations, which are used when the upper soil layers are not suitable for accommodating a shallow foundation. Concrete piles are often preferred over shallow foundations when the bearing capacity of the ground is weak in relation to the construction which the foundation should support. Especially when the construction to be erected is a power line mast, overhead mast, etc., a shallow foundation is not suitable, and by using a pile foundation, the load from the construction may be transferred from the weaker upper layers of the soil to lower stronger layers, which are typically found at a deeper level in the ground.
  • the concrete piles are typically manufactured as reinforced concrete piles and cast in standardized lengths, such as approx. 6 meters.
  • the load from the construction such as a mast, may be transferred from the weak upper layers of the soil to stronger layers, which are typically found deeper in the ground.
  • the foundation must be able to absorb a bending moment and a shear force from the construction, e.g., a mast, where the bending moment is usually greatest 2-3 meters below the ground surface, and the shear force is greatest at the lower part of the pile foundation, which is embedded into the ground.
  • pile foundations may be used as part of a larger foundation construction or the pile foundations themselves may define the foundation.
  • the piles are preferably driven into the ground by using a pile driver or hammer or the like such that the soil which surrounds the pile is compressed in a lateral direction compared to the pile foundation, which compression increases the stability of the pile for better accommodating the bending moment and a shear force.
  • hammering pile foundations into the ground generates huge vibrations and loud sounds to the surroundings, which when the pile foundation is installed in an urban area is problematic, as the vibrations may destroy nearby constructions, and the generated sounds which are problematic in the cities need to be below certain values in order to prevent a health risk for the persons installing the piles and to avoid any discomfort for the nearby residents.
  • a pile foundation for a mast such as a power line mast, overhead mast, etc.
  • the pile foundation is preferably premanufactured from reinforced concrete, which reinforcement is embedded into the pile for arranging sufficient strength and lifespan of the pile.
  • the pile comprises a first end part with a first end, which represents the lower end of the pile when installing the pile, and a second end part with a second end, which after installation projects from the ground surface and arranges the point of connection for the construction.
  • the second end is arranged with connectors, such as threaded bolt connectors, for interconnection with the above construction, such as a mast.
  • the pile foundation may be part of a larger foundation construction or may define the foundation in itself.
  • the pile foundation may be manufactured up to 6 meters or more, and comprises a tapered shape, such as the first part being tapered, whereby the pile foundation is suitable for being driven/hammered into the ground in order to compress the surrounding soil and establish increased stability of the pile.
  • the pile foundation comprises a hollow channel for injecting a cement grout or mortar through the pile foundation and into a cavity between the first end part and the soil.
  • a limited driving/hammering force is required to drive/hammer the pile foundation into the desired depth. It is understood that the soil around the upper part, which part has a width/diameter larger than the diameter of the hole, is not compressed to the same extent as when the hole has not been arranged, but nonetheless, the soil has been compacted sufficiently in order to arrange a stable position of the pile foundation by using a limited driving/hammering force with the result of less vibration and sound.
  • a cement grout or mortar is injected through the pile foundation via the hollow channel and into a cavity between the first end part and the soil.
  • the above defined pile foundation thus provides the possibility of combining the technique of driving/hammering in the pile and the technique of grouting around the pile in a hole.
  • the first end part has a tapered cross section
  • the second end part has a primary substantially constant cross section, the first part extending the main part of the elongated body structure.
  • the first end part comprises the tapered shape and spans the main part of the length of the pile, and the second end part comprises a substantially constant cross section.
  • the pile can be made at greater lengths without having the need for driving/hammering in the pile over the entire second end part.
  • the first end part may be arranged with a constant cross section, and the second end part may be arranged with a tapered shape.
  • the diameter of the hole is larger than the width/diameter of the first end part and is smaller than the largest width/dimeter of the first end part.
  • the pile further comprises an injection opening in the first end part, the opening being in communication with the hollow channel for injecting the cement grouts or mortars through the opening.
  • the pile foundation comprises an injection opening in the first end part, and preferably at the lower end of the first end part, which injection opening is in communication with the hollow channel such that a cement grout or mortar can be injected from the outside, through the hollow channel in the pile, and through the injection opening, such that the mortar/grout may fill the cavity between the pile and the wall of the hole.
  • the openings are arranged at sides of the pile foundation.
  • the hollow channel extends inside the pile foundation from the second end towards the first end, and terminates a distance from the first end, wherefrom second hollow channels extend to the sides of the pile foundation and communicate with injection openings in the sides, wherefrom the mortar/grout can be ejected.
  • the pile foundation may comprise injection openings on one or more sides of the pile, preferably at opposite sides of the pile, such as on two opposite sides or on all sides of the pile.
  • the injection openings are arranged a distance from the first end, such that when the pile foundation extends in a drilled hole to the very bottom of the hole, the injection openings are not blocked by the bottom of the hole.
  • the holes are arranged approximately 250 mm from the first end and up to approximately 3500 mm from the first end.
  • the distance from the injection openings may be less than 250 mm.
  • the pile may comprise first opening(s) arranged at a first distance from the first end, and second opening(s) arranged at a second distance from the first end.
  • the injection openings are preferably arranged at the lowermost part of the pile, but in case the lowest opening(s) get blocked by dirt/soil, the second opening(s) are opened for injecting mortar/grout into the cavity between the pile at the wall of the hole.
  • the first end part at the first end comprises a series of open channels/grooves in connection with the hollow channel, for distributing the cement grouts or mortar towards the sides.
  • the hollow channel extends all the way to the first end and is arranged such that it communicates with a series of open channels/grooves, such as a number of grooves extending from the end of the hollow channel and terminating at the sides of the pile.
  • a series of open channels/grooves such as a number of grooves extending from the end of the hollow channel and terminating at the sides of the pile.
  • the pile is a four-sided pile, preferably four open channels/grooves are arranged extending from the hollow channel and toward each side of the pile, respectively.
  • the pile may be arranged with open channels/grooves terminating at one or more sides of the pile, preferably all sides of the pile.
  • this embodiment provides for a pile which is easier, and thereby cheaper, to manufacture.
  • it must be ensured that the pile is kept at a distance from the bottom of the hole, or at least not driven/hammered into the bottom of the hole, whereby the open channels/grooves will be blocked by dirt/soil.
  • the connectors are connected to the reinforcement elements.
  • the connectors are connected to the reinforcing elements by welding the connectors, such as threaded bolt connectors, to the reinforcing elements, such as steel bars.
  • the structural loads from the construction, such as a mast can be transferred from the connectors to the reinforcing elements embedded in the pile foundation.
  • the pile foundation at the second end comprises coupling means, such as a screw thread, for connecting a cement grout or mortar injection system to the second end.
  • the pile foundation is arranged with coupling means, such as a screw thread, preferably an internal screw thread, at the inlet of the hollow channel at the second end of the pile.
  • coupling means such as a screw thread, preferably an internal screw thread
  • the upper end of the hollow channel is arranged with coupling means capable of interconnecting with mating coupling means on the injection system.
  • the pile foundation at said first end comprises pile connection elements for interconnection with corresponding pile connection elements arranged on a second pile foundation.
  • the pile foundation will be manufactured with a maximum length, such as up to 6 meters or more. However, if it is needed to install a pile foundation deeper into the ground, e.g., due to excessive load on the pile from an above construction, the length of the single pile foundation is not sufficient.
  • the pile foundation having the tapered shape is arranged with pile connection elements for interconnection with corresponding pile connection elements arranged on an upper end of a second pile foundation.
  • the second pile foundation will be connected to the first (tapered) pile foundation at the first end of the first pile foundation such that the second pile when installed is arranged below the first pile.
  • the defined pile connection means may correspond to the known types of pile connection means which are used as "normal" pile extenders in connection with straight (nontapered) pile foundations. Such pile connection means are thus known from various documents including EP2382357B1 .
  • the length of the tapered pile will be less than the standard 6 meters, such as preferably approximate half the maximum length, e.g., such as 3 meters.
  • the tapered pile foundation is arranged shorter than the standard pile.
  • a pile foundation system for a mast such as a power line mast or an overhead mast, etc.
  • the pile foundation system comprising a pile foundation having pile connection elements as described above, and a second pile comprising corresponding pile connection elements for the interconnection of the two piles.
  • the system may comprise the "tapered" pile and a single second pile, which preferably is a straight concrete pile, but the second pile may further be arranged with second pile connection elements arranged at the opposite (lower) end, for interconnection with another (third) pile foundation, preferably a straight pile foundation having pile connection elements at least at the "upper" end for interconnection with the second pile.
  • a method for installing a pile foundation or a pile foundation system according to the invention into the ground comprising the following steps:
  • the above defined method provides the possibility of installing the above-defined pile foundation into the ground, preferably into a hole in the ground, the hole having a diameter less than the largest width/diameter of the pile foundation.
  • the pile may be driven/hammered into the ground by typical pile-driving/hammering equipment known in the art.
  • the pile is lifted into position by the pile-driving/hammering, which via e.g., wires or chains, is connected to hoisting elements arranged at the sides of the pile foundation at the upper end (second end) of the pile.
  • the driving/hammering means which are commonly known in the art, drives the pile into the ground to a predetermined depth.
  • the pile foundation Before the pile foundation is driven to the predefined depth, and before the hoisting elements are driven below the ground surface, the wires/chains are removed. Thereafter, the pile foundation is driven to the desired depth, whereafter the above construction may be connected to the pile foundation via the connectors.
  • Drilling a hole having a diameter with a smaller dimension than the width of the pile significantly reduces the forces needed for driving/hammering the pile into the ground.
  • the soil around the pile, and mainly the soil around the tapered shape of the pile, that includes the soil around the part of the pile where the dimension (the width) of the pile is larger than the diameter of the hole is still being compacted, which hereby increases the structural strength of the installed pile foundation.
  • the method further comprising the following step:
  • a gap is formed between the pile and the wall of the hole. Therefore, in order to fill the gap and to increase the stability of the pile, and especially increase the stability of the lower area of the pile, which area is subjected to the most shear force from the loads of the above construction, a cement grout or mortar is injected into the hollow channel from the second end, and out through the first end part and into the cavity between the pile and the wall of the hole.
  • the method comprises the step of retracting the pile foundation a predetermined distance before injecting the cement grout or mortar.
  • the lowermost part of the pile penetrates into the soil
  • the first end part at the first end comprises a series of open channels/grooves in connection with the hollow channel, for distributing the cement grouts or mortar towards the sides the groove
  • the lower opening of the hollow channel gets blocked by the soil.
  • the pile is retracted a distance in vertical direction, hereby lifting the first end free from the bottom of the hole.
  • the grout/mortar can be injected.
  • the hole comprises a diameter less than 2/3 of the average width of the first end part, such as preferably less than 1 ⁇ 2 of the average width of the first end part.
  • a method for installing a pile foundation for a mast comprising the following steps:
  • the above-defied method is it possible to instal a pile foundation into the ground with a reduction in the forces needed for driving/hammering in the pile foundation compared to a situation where a pile is driven/hammered entirely in the ground.
  • the diameter of the hole is smaller than the largest width of the pile, and if the diameter is smaller than the smallest width of the pile, the need for injecting cement grout or mortar may be avoided.
  • Fig. 1A is a perspective view of a pile foundation 10.
  • the pile foundation 10 comprises a first part 12 having a tapered shape, and a second part 14, which in the illustrated embodiment is arranged having a substantially constant cross section.
  • the pile foundation comprises four connectors 16 arranged at the upper end of the second part 14 for interconnection with an above construction, such as a power line mast, an overhead mast, etc. once the pile foundation 10 has been driven/hammered into the ground.
  • an above construction such as a power line mast, an overhead mast, etc.
  • the pile foundation comprises hoisting elements 30 arranged for interconnection with hoisting means, such as wires or chains.
  • the pile foundation 10 is lifted via the hoisting elements 30 into the position in which the pile foundation 10 is to be installed.
  • the pile foundation 10 comprises at the lower end, i.e. at the lower end of the first part 12, injection openings which are in communication with a hollow channel 18, which extends in the longitudinal direction of the pile foundation (see fig. 1B ).
  • the hollow channel 18 and the injection openings 22 are arranged such that a cement grout or mortar can be injected from the upper end of the pile foundation, through the pile foundation 10, and out through the injection openings 22 and into a cavity 40 (see 4B & 5A) between the pile 10 and the wall of a hole.
  • Fig. 1B is a perspective view of a cross section of the pile foundation 10 in fig. 1A . It is from figure 1B apparent that the hollow channel 18 extends in the longitudinal direction of the pile foundation 10 from the upper end (the second end) of the pile foundation 10 and towards the lower end (the first end) of the pile foundation 10.
  • the hollow channel 18 terminates a predefined distance from the lower end, wherefrom injection openings 22 extend to the surfaces of the pile foundation.
  • the injection openings may be arranged in relation to one or more of the side surfaces, and preferably all of the side surfaces.
  • the injection openings 22 are provided a predefined distance from the lower end, preferably between 250 mm and 3500 mm from the lower end, such that it is ensured that the injection openings are not blocked by the soil if the pile foundation 10 penetrates the bottom of the drilled hole.
  • Fig. 2A-B are a perspective view of a pile foundation 10, and a perspective view of a cross section of the pile foundation 10, respectively.
  • the shown embodiment corresponds to the embodiment shown in figure 1A , except that the pile foundation 10 does not comprise injection openings at the sides.
  • the hollow channel 18 (see fig. 2B ) extends from the upper end to the lower end, where it terminates in a series of open channels/grooves 28, which are in connection with the hollow channel 18.
  • the series of open channels/grooves 28 are shown arranged as a cross, where the open channels/grooves extend from the hollow channel toward the sides of the pile foundation 10 at the lower end.
  • the pile foundation 10 may be arranged with one or more open channels/grooves extending towards one or more of the sides, preferably all of the sides.
  • Fig. 3 is an enlarged view of an upper end of the pile foundation 10.
  • the hollow channel 18 extends from the upper end towards the lower end but comprises at the upper end coupling means for the interconnection with injection means 38 (see fig. 5B ) of an injection system.
  • Fig. 4A-5B shows the process of installing the pile foundation 10 into the ground 24.
  • the embodiment of the pile foundation 10 shown corresponds to the embodiment shown in fig. 1A and 1B .
  • a hole 40 having a diameter larger than the smallest width of the pile foundation 10, but smaller than the largest width of the pile foundation 10, is drilled by a drill 34, which is in itself commonly known within the technical field.
  • the pile foundation 10 is lifted, preferably via the hoisting elements 30, into the hole 40, where the pile foundation 10 moves down the hole 40 until the width of the hole 40 prevents the pile foundation 10 from further movement without using driving/hammering means 36. It should however be understood that, due to the heavy weight of the pile foundation 10, the weight of the pile foundation 10 itself will force the pile foundation 10 down the hole 40 by a distance which compresses the soil around the hole 40 until the downward force from the weight of the pile foundation 10 cannot compress the soil any further.
  • the driving/hammering means 36 which is preferably also used for lifting the pile foundation 10 into the hole 40, drives/hammers the pile foundation 10 into the ground 24 to the desired depth (as shown by the vertical arrows).
  • the driving/hammering means 36 drives the pile foundation 10 into the ground 24, and as the diameter of the hole 40 is smaller than the largest width/diameter of the pile foundation 10, the soil which surrounds the pile foundation 10 is compressed in a lateral direction compared to the pile foundation 10 (as shown by the horizontal arrows), which compression increases the stability of the pile foundation 10 for better accommodating the bending moment and a shear force from the above construction (not shown).
  • the lowest end of the pile foundation 10 has a width/diameter which is smaller than the diameter of the hole 40, and therefore there is a gap between the pile foundation 10 and the wall of the hole 40.
  • a cement grout/mortar injection system (not shown), via injection means 38, injects a cement grout/mortar 26 into the upper end of the pile foundation where the injection means are connected to the pile foundation 10 via coupling means 32, and down through the hollow channel 18 and out via the injection openings 22 and into the cavity between the pile foundation 10 and the wall of the hole 40.

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  • 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)
EP21211303.9A 2021-11-30 2021-11-30 Pfahlfundament und verfahren zum installieren eines pfahlfundaments Pending EP4187018A1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP21211303.9A EP4187018A1 (de) 2021-11-30 2021-11-30 Pfahlfundament und verfahren zum installieren eines pfahlfundaments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP21211303.9A EP4187018A1 (de) 2021-11-30 2021-11-30 Pfahlfundament und verfahren zum installieren eines pfahlfundaments

Publications (1)

Publication Number Publication Date
EP4187018A1 true EP4187018A1 (de) 2023-05-31

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP21211303.9A Pending EP4187018A1 (de) 2021-11-30 2021-11-30 Pfahlfundament und verfahren zum installieren eines pfahlfundaments

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EP (1) EP4187018A1 (de)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55101946U (de) * 1978-12-30 1980-07-16
JP2000110161A (ja) * 1998-10-02 2000-04-18 Chichibu Concrete Kogyo Kk コンクリート基礎杭の施工法とそのコンクリート基礎杭
EP2382357B1 (de) 2008-12-23 2014-05-28 Centrum Pæle A/S Pfahlverlängerung
CN204000851U (zh) * 2014-07-21 2014-12-10 冠鲁建设股份有限公司 一种外包透水性钢筋混凝土管碎石注浆桩
CN105839660A (zh) * 2016-04-11 2016-08-10 汤晓辉 锚固式轻型环保基础装置
EP3447195B1 (de) * 2017-08-24 2021-09-29 Centrum Pæle A/S Fundament und verfahren zur herstellung eines pfahlfundaments

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55101946U (de) * 1978-12-30 1980-07-16
JP2000110161A (ja) * 1998-10-02 2000-04-18 Chichibu Concrete Kogyo Kk コンクリート基礎杭の施工法とそのコンクリート基礎杭
EP2382357B1 (de) 2008-12-23 2014-05-28 Centrum Pæle A/S Pfahlverlängerung
CN204000851U (zh) * 2014-07-21 2014-12-10 冠鲁建设股份有限公司 一种外包透水性钢筋混凝土管碎石注浆桩
CN105839660A (zh) * 2016-04-11 2016-08-10 汤晓辉 锚固式轻型环保基础装置
EP3447195B1 (de) * 2017-08-24 2021-09-29 Centrum Pæle A/S Fundament und verfahren zur herstellung eines pfahlfundaments

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