EP3042998A1 - Procédé d'introduction d'une fondation de sol et fondation de sol fabriquée selon ledit procédé - Google Patents

Procédé d'introduction d'une fondation de sol et fondation de sol fabriquée selon ledit procédé Download PDF

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Publication number
EP3042998A1
EP3042998A1 EP14196367.8A EP14196367A EP3042998A1 EP 3042998 A1 EP3042998 A1 EP 3042998A1 EP 14196367 A EP14196367 A EP 14196367A EP 3042998 A1 EP3042998 A1 EP 3042998A1
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EP
European Patent Office
Prior art keywords
ground
foundation
soil
anchor
ground anchor
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
Application number
EP14196367.8A
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German (de)
English (en)
Other versions
EP3042998B1 (fr
Inventor
Joachim Bader
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.)
Gebr Strab and Co GmbH
Gebr Strab and Co GmbH
STRAB & CO GEB GmbH
Original Assignee
Gebr Strab and Co GmbH
Gebr Strab and Co GmbH
STRAB & CO GEB GmbH
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.)
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Publication date
Application filed by Gebr Strab and Co GmbH, Gebr Strab and Co GmbH, STRAB & CO GEB GmbH filed Critical Gebr Strab and Co GmbH
Priority to EP14196367.8A priority Critical patent/EP3042998B1/fr
Publication of EP3042998A1 publication Critical patent/EP3042998A1/fr
Application granted granted Critical
Publication of EP3042998B1 publication Critical patent/EP3042998B1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2269—Mounting poles or posts to the holder in a socket

Definitions

  • the invention relates to a method for introducing a ground foundation which can be hammered into the ground and to a soil foundation introduced thereby in accordance with the preamble of claims 1 and 8, respectively.
  • Ground anchors which have a pull-out resistance
  • the object of the invention is thus to provide a method and soil foundation of the above-mentioned type by which a rigid connection in the ground without slippage with a corresponding increase in the pull is achieved, with low additional work and little or no additional tooling.
  • the prepared hole is about 3 to 6 times deeper than the diameter of the pipe (3), starting from the maximum penetration depth of the ground anchor. As a result, a sufficiently large mortar storage or an extended action zone is provided.
  • the ground dowel has a tip with folds, which has at an acute angle "A" and "B". Through this, a lateral pressure is exerted on the enclosed mortar, so that it penetrates into the adjacent soil and this displaced and / or mixed with this.
  • the worker can monitor the rubbing work of the foundation in the ground, where he can draw conclusions as to whether the concrete has mixed with the soil according to the impact force at the end of the pipe.
  • At least one further ground foundation at a small distance parallel or obliquely to this can be introduced tapering to the tip and thereby expelled steel wire anchors overlap in the then common large concrete base or interlock.
  • z. B. to a vertically introduced soil foundation at least one further soil foundation obliquely be introduced so that the lower Eindringpitzen immediately adjacent to each other.
  • the result is a common, larger concrete base, in which the expelled steel wires penetrate more freely and can get caught in this and each other.
  • the ground foundation has a ground dowel with a tube having an inner channel for the rod-shaped object, which is provided with a tip in its eggshaped in the lower end and which is provided at its upper end with a Einschlagteil.
  • the ground anchor is provided with a coaxial and at least slightly protruding from the lower tip rod-shaped ground anchor with expelled steel wires.
  • the bottom anchor has in the region of its lower end and beyond a balloon-shaped concrete base, whose diameter is greater than the tube diameter or outer jacket of the ground evil and in the interior of which spirally expelled steel wires are embedded.
  • the concrete base also includes a part of the outer tube shell, whereby the concrete base has a greater length and thus the possibility of an overall larger crown.
  • the lower dowel end may have a tip which has a plurality of converging folds, conical, spherical or conical-crowned is formed as a dome. It is important that the tip of the possibility of sufficient displacement and the impressions of soft concrete from the hole in the soil of the lower hole zone allows.
  • the anchor steel wires may be welded or jammed together at their rear end (11), thereby providing optimum cohesion.
  • the lateral surface acts according to the invention as a displacement body, while the angles A and B of introduced into the ground anchor wedge-shaped folds or lateral surfaces are selected to be smaller according to the laterally required contact pressure of the mortar smaller or higher pressure requirements.
  • a ground foundation which forms a balloon-shaped concrete base at its front end, which receives a reinforcement by the spiral wires and through these anchoring wires, which can extend to outside the concrete base into the surrounding soil and are simultaneously firmly connected to the ground anchor.
  • Fig. 1 illustrates how a known soil foundation 1 (see DE 100 56 627 C1 ) is used in the soil 2 and carries a post 3 used.
  • This ground foundation consists of a ground dowel 5, a tubular body 6 with a Channel 7 in the form of an inner cylindrical opening has, for concentrically receiving the post 3.
  • the ground dowel has at its pointing in the direction of strike lower end a tip 8 with several converging folds 9, while at its upper end a hitting piece 10, such as cup-shaped ring, Bell or angled plate, is present. This is aligned with its upper end face aligned with the ground in the struck state or just above, depending on the provided therefor provided clamping device for the post and also serves for driving and supporting the ground anchor in / on the ground.
  • the cylindrical anchor shaft 12 penetrates the tip of the ground anchor, is welded to this and ends in an anchor point 13, which protrudes from the ground anchor while improving its Einschlagageigenticianen.
  • an anchor point 13 which protrudes from the ground anchor while improving its Einschlagageigenticianen.
  • Inside the anchor shaft are a bunch of several steel wires 14, which are summarized at its upper end, thereby releasing an at least short upper clear width in not yet deployed situation, for introducing a Einschlagdornes.
  • the ground anchor is already activated, ie the steel wires 14 are already expelled, rolled in a spiral and are spread substantially horizontally and star-shaped in the ground.
  • a steel wire ring is present around the dowel end, which is embedded in a zone surrounding the dowel tip 13 and outer tube shell 16 concrete base 15 which is located in a balloon-shaped extension 17 and reach out of this / m out into the surrounding soil or intervene in this.
  • Fig. 2 - 5 are shown sequential essential steps in the introduction of the ground foundation.
  • the first step namely the pre-punching.
  • a hole 18 einacht whose diameter is designed according to the outer diameter of the ground dowel or pipe body 6, namely approximately the same size or slightly smaller. Its height, in turn, is greater than that of the ground foundation, namely by 3 to 6 times the diameter of the tubular body.
  • Fig. 3 shows the 2nd step of the impact of the soil foundation in the concrete mortar 20 partially filled hole 18.
  • the bottom foundation 1 with its tip 8, from which the anchor tip 13 protrudes, but the steel wires 14 are not expelled, but only slightly point out, introduced into the upper end of the hole 18.
  • a driving tool 21, z. B. hammer, compressor hammer o. ⁇ ., Impacting the impact piece 10 of the ground dowel is acted upon.
  • Fig. 4 shows the beginning of the third step, namely the expulsion of the steel wires 14.
  • the ground foundation 1 is already fully hammered in the hole 18, wherein the case displaced down concrete mortar radially displaced the soil and / or has penetrated into this and a Extension 28 forms, filled with the mortar, a concrete base 15 represents.
  • a Austreibdorn 23 inserted into the bottom foundation that its shank 24 extends into the upper end of the armature shaft 12, without acting on the upper end 17 of the steel wire bundle displaced, while his head 25 also guided briefly in the tubular body 6 begins to immerse.
  • the steel wires have not yet been expelled from the anchor point.
  • the hammer is then acted upon the upper head end face of Austreibdornes 23 and causes the expulsion.
  • a ground anchor in the version with a top 8 with a spherical or conical-crowned dome 26 is shown.
  • Fig. 5 the already performed process step of the expulsion of the steel wires 14 is shown.
  • the shaft 24 of Austreibdornes 23 almost completely struck in the armature shaft 12, wherein the upper end 17 of the steel wire bundle was moved axially with accordingly.
  • the steel wires have been expelled from the anchor point and now extend spirally curved radially through the concrete base 15 into the ground. 2
  • Fig. 6 shows a directly adjacent parallel arrangement of two floor foundations 1 and 1 ', each with completely expelled steel wires 14.
  • the respective concrete base 15 are fused to a double base 29, while the steel wires are partially interlocked.
  • FIG. 7 a mutually angular triple arrangement, namely the arrangement of three floor foundations 1, with the respective dowel tips 8 facing each other.
  • a post 2 is used only in the middle, vertically aligned pipe, while the two obliquely used ground foundations serve only the support of the middle Bodenfundamens.
  • the respective concrete base 15 are fused to a triple base 30 in which the steel wires 14 are interlocking with each other.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
EP14196367.8A 2014-12-04 2014-12-04 Procédé d'introduction d'une fondation de sol et fondation de sol fabriquée selon ledit procédé Active EP3042998B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP14196367.8A EP3042998B1 (fr) 2014-12-04 2014-12-04 Procédé d'introduction d'une fondation de sol et fondation de sol fabriquée selon ledit procédé

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14196367.8A EP3042998B1 (fr) 2014-12-04 2014-12-04 Procédé d'introduction d'une fondation de sol et fondation de sol fabriquée selon ledit procédé

Publications (2)

Publication Number Publication Date
EP3042998A1 true EP3042998A1 (fr) 2016-07-13
EP3042998B1 EP3042998B1 (fr) 2018-12-19

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EP14196367.8A Active EP3042998B1 (fr) 2014-12-04 2014-12-04 Procédé d'introduction d'une fondation de sol et fondation de sol fabriquée selon ledit procédé

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Country Link
EP (1) EP3042998B1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112681304A (zh) * 2020-12-16 2021-04-20 陕西建工第六建设集团有限公司 一种黄土地区高水压土层支护工程中的锚索施工方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3222842A (en) * 1963-01-15 1965-12-14 Harvey Aluminum Inc Method for installing cemented anchors
DE1942775A1 (de) * 1968-09-09 1970-04-23 Deike Robert F Erd- oder Grundverankerung
EP0243376B1 (fr) 1985-10-30 1990-08-08 Gebr. Sträb Gmbh + Co. Dispositif de fixation d'objets en forme de barres, en particulier des poteaux, dans le sol
CH675893A5 (en) * 1988-03-03 1990-11-15 Andre Lechot Post and socket assembly - has steel rods on bottom of post which pass through holes in wall of socket to penetrate ground
DE10056627C1 (de) 2000-11-15 2002-09-12 Straeb Gmbh & Co Geb Einschlagbares Bodenfundament

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3222842A (en) * 1963-01-15 1965-12-14 Harvey Aluminum Inc Method for installing cemented anchors
DE1942775A1 (de) * 1968-09-09 1970-04-23 Deike Robert F Erd- oder Grundverankerung
EP0243376B1 (fr) 1985-10-30 1990-08-08 Gebr. Sträb Gmbh + Co. Dispositif de fixation d'objets en forme de barres, en particulier des poteaux, dans le sol
CH675893A5 (en) * 1988-03-03 1990-11-15 Andre Lechot Post and socket assembly - has steel rods on bottom of post which pass through holes in wall of socket to penetrate ground
DE10056627C1 (de) 2000-11-15 2002-09-12 Straeb Gmbh & Co Geb Einschlagbares Bodenfundament

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112681304A (zh) * 2020-12-16 2021-04-20 陕西建工第六建设集团有限公司 一种黄土地区高水压土层支护工程中的锚索施工方法

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Publication number Publication date
EP3042998B1 (fr) 2018-12-19

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