EP1114904B1 - Construction de fixation et procédé d'installation - Google Patents

Construction de fixation et procédé d'installation Download PDF

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Publication number
EP1114904B1
EP1114904B1 EP01200028A EP01200028A EP1114904B1 EP 1114904 B1 EP1114904 B1 EP 1114904B1 EP 01200028 A EP01200028 A EP 01200028A EP 01200028 A EP01200028 A EP 01200028A EP 1114904 B1 EP1114904 B1 EP 1114904B1
Authority
EP
European Patent Office
Prior art keywords
fixing
fixing structure
column
structure according
concrete
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.)
Expired - Lifetime
Application number
EP01200028A
Other languages
German (de)
English (en)
Other versions
EP1114904A1 (fr
Inventor
Robertus Cornelis Maria Van Rijn
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.)
Rcm Ankertec Bv
Original Assignee
Rcm Ankertec Bv
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 Rcm Ankertec Bv filed Critical Rcm Ankertec Bv
Publication of EP1114904A1 publication Critical patent/EP1114904A1/fr
Application granted granted Critical
Publication of EP1114904B1 publication Critical patent/EP1114904B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2261—Mounting poles or posts to the holder on a flat base

Definitions

  • the present invention relates to a fixing structure for joining a column or the like to a concrete structure which is to be poured, comprising at least two anchor components which are to be cast in situ and are located some distance apart, which anchor components are provided with screw thread for fixing said column or the like, the fixing structure comprising a fixing member in which said anchor components have been fitted.
  • anchors In the general state of the art two or more anchors are cast in a concrete structure in order to fix a column or the like to the concrete structure. These anchors are generally provided at the end with screw thread on which nuts later have to be fitted in order to fix the column in place.
  • the distance between the anchors must, of course, correspond to the distance between the holes made in the base plate of the column and to this end the anchors are held apart with the aid of a wooden template when pouring.
  • a method that is generally customary is to place a heavy object, such as a paving stone or the like, on three sides of a square column, after which the mix is tamped with a block of wood or the like on the side that is still open in order thus to achieve adequate compaction. It is understood that this is on the one hand a time-consuming activity but, on the other hand, an activity which is not readily controllable.
  • the aim of the present invention is to avoid this disadvantage and to provide a fixing structure with which a column can be placed in position and adjusted quickly and effectively.
  • the fixing member can be a plate-shaped member. If, however, there are concerns that cavities could arise as a result of the presence of air beneath the plate, it is possible to construct the plate as one or more strip-shaped parts. In the case of the embodiment with strip-shaped parts it is possible to provide various strip-shaped parts which are attached to one another. By this means, matching to the spacing between the anchor components can be provided in a simple manner.
  • the plate and/or other structure by means of which the anchor components are placed in the desired position can be removable or non-removable.
  • plastic parts are used, removability can be achieved in a simple manner. This takes place after the adjusting means have been cast in situ.
  • plastic parts are used in combination with steel anchor components locking of the anchor components to the plastic plate or strip can be achieved in a simple manner.
  • Plastic must be understood to mean both hard plastics and permanently deformable plastics, such as rubber-like materials. Rubber-like materials in particular can be very easily removed.
  • the fixing means comprise one or more supporting or adjusting bolts accommodated in a sleeve or other structure in the fixing member.
  • the position of the column can be controlled by moving such a supporting or adjusting bolt outwards. Reaction can be generated by fitting the fixing nuts on the threaded anchors. These fixing nuts are essential for subsequent fixing of the column to the fixing structure.
  • the introduction of concrete can be yet further simplified if pourable concrete of thin consistency or another settable material is used that has an appreciable supporting function.
  • a sealing strip to form shuttering around the gap between the bottom of the column and the top of the concrete structure and to pour in material of thin consistency to completely fill this gap.
  • This sealing strip can be made of plastic material, which may or may not be reinforced with metallic materials, and temporarily attached to the concrete structure with the aid of a layer of adhesive or mastic.
  • a low shrinkage mix so that the risk of incomplete support, as can arise in the state of the art when using relatively easily workable concrete of thick consistency, no longer exists.
  • the anchor components to be cast in situ can comprise any structures known in the state of the art. It is possible that these components do not protrude above the plate and, for example, comprise sleeves provided with screw thread. If the adjusting means have been recessed in the plate or are subsequently recessed in the plate, it is possible by this means to "cast in” the fixing plates and then to make the area around the fixing plate flat, for example by smoothing.
  • the invention also relates to a method for positioning a column, comprising casting a fixing structure in situ as described above, followed by fitting the sealing strip, described above, around the fixing structure, after which the space within said strip is filled with a settable casting composition.
  • Fig. 1 the fixing structure according to the invention is indicated in its entirety by 1.
  • the most simple embodiment is shown in Fig. 1, only two anchor components 3 and 4 being shown. These components have been permanently fixed in advance to plate 2 with the aid of nuts 6. With this arrangement the nuts are relatively weak plastic nuts or another movable structure. It will be understood that this fixing to plate 2 can also take place by welding, pressing or some other method.
  • anchor component 3 is provided with a bent-over end and anchor component 4 is provided with a bolt head 10. It will be understood that two identical anchor ends can also be used.
  • anchor component 4 which like anchor component 3 is provided with a screw thread 5
  • use can be made of a bolt-like structure.
  • anchor component 3 will in general be made of a steel of low strength (less than 50 kg/mm 2 ), whilst a bolt can have a strength of more than 80 kg/mm 2 without high costs.
  • the fixing plate 2 can be of any material known in the state of the art, but will in general be made of steel. Fixing plate 2 is provided in the centre thereof with a sleeve 8 that is provided with screw thread and is fixed to said plate in some way. An adjusting bolt 7 can be accommodated in sleeve 8.
  • the fixing structure 1 can be delivered to the site as a prefabricated member. It is then, as shown in Fig. 2, positioned in some way in a concrete structure to be poured. An additional reinforcing rod is indicated by 16 and a wire link to plate 2, which serves to hold the fixing structure in place during pouring of concrete 14, is indicated by 15.
  • column 12 After the concrete has been poured and has set (to some extent), column 12 is placed in position. As a result of the accurate positioning of the anchor components 3 and 4 with respect to plate 2, the openings in column 12 will always correspond to the anchor components concerned. Adjusting bolt 7 can be moved outwards in advance, so that it is ensured that the column is positioned at the correct height. Because the adjusting bolt 7 is in the centre of the plate 2, it is relatively simple to adjust the column such that it is absolutely vertical. When adjustment is carried out by means of bolt 7, the nuts 8 will be displaced relative to the thread. A firm and adjustable connection can be provided by tightening nuts 13. Plate 2 is sufficiently strong to absorb the compressive force originating from supporting bolt 7 of the column.
  • Fig. 3 shows a sealing strip that is indicated in its entirety by 17.
  • This strip consists of a base section 18 that is provided with a layer of adhesive or mastic 21 on the underside thereof.
  • 20 shows an upright section that can be made of a readily deformable plastic or metallic material.
  • 19 indicates scoring in the base section 18, by means of which the latter can be bent, as shown with the aid of Fig. 4.
  • Fig. 4 shows the structure according to Fig. 2 when fitting the sealing strip 17. What is achieved by means of such a seal is that it is possible to introduce a casting concrete of relatively thin consistency into the gap between the underside of column 12 and the top of the poured concrete floor. This concrete is indicated by 22. Such a concrete has particularly low shrinkage, with the result that after it has set the column bears directly on the poured concrete part.
  • FIG. 5 A further variant of the fixing structure according to the invention is shown in Figs 5 and 6.
  • This variant is indicated in its entirety by 31.
  • the anchor rods are indicated by 3.
  • This fixing structure consists of a fixing member 30 made up of strips 32 and 33 which are joined to one another with the aid of bolts 38.
  • Strip 32 is provided in the centre with a threaded bush 36 into which a bolt 37, that serves as adjusting bolt, can be screwed.
  • a multiplicity of different dimensions can be provided by varying the strips 32 and 33. It has been found that the spacing of the openings 34 between the strips 32 varies very substantially from structure to structure. In this way it is possible, without further measures being required, to cover a wide range of different spacings by keeping a very restricted group of strips 32, 33 in stock.
  • the strips shown here can be made of plastic material. These can be so constructed that the anchors 3 can be pushed through them but are held firmly clamped by them.
  • Other structures are possible, for example sleeve structures which engage around the threaded anchors and are slid over the latter both from the top and from the bottom and engage on the strip-shaped part 32 between them such that the latter is clamped.
  • Other structures for accommodating the stud 3 such that it is clamped are conceivable.
  • Such structures can, moreover, be implemented in such a way that the strips 32, 34 are easily removable after the anchor components 3 have been cast in situ. In this way the fixing member 30 can be used again.
  • Such variants can also be used in the case of the embodiment in the preceding figures.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Control Of Vending Devices And Auxiliary Devices For Vending Devices (AREA)
  • Road Signs Or Road Markings (AREA)
  • Massaging Devices (AREA)
  • Finishing Walls (AREA)

Claims (11)

  1. Construction de fixation (1, 31) pour raccorder une colonne (12) ou équivalent à une construction en béton (14) devant être coulée, comportant au moins deux composants d'ancrage (3, 4) devant être moulés in situ et situés à une certaine distance l'un de l'autre, lesquels composants d'ancrage sont pourvus d'un filetage de vis (5) pour fixer ladite colonne ou équivalent, la construction de fixation comportant un élément de fixation (2, 30) sur lequel lesdits composants d'ancrage ont été montés, caractérisée en ce que ledit élément de fixation est pourvu, entre les orifices destinés auxdits composants d'ancrage, de moyens d'ajustement pour ladite colonne ou équivalent, lesquels moyens d'ajustement comportent un support (7, 37) qui peut être déplacé vers l'extérieur par rapport audit élément.
  2. Construction de fixation selon la revendication 1, dans laquelle une partie d'un composant d'ancrage (4) devant être moulé in situ est construite sous la forme d'un boulon pourvu d'une tête (10).
  3. Construction de fixation selon l'une des revendications précédentes, dans laquelle ledit élément de fixation comporte une pièce aplatie pourvue d'orifices destinés à loger lesdits composants d'ancrage.
  4. Construction de fixation selon l'une des revendications 1 ou 2, dans laquelle ledit élément de fixation comporte une pièce allongée (33) pourvue d'orifices (34) destinés à loger lesdits composants d'ancrage (3).
  5. Construction de fixation selon la revendication 4, comportant au moins deux pièces allongées (32, 33) connectées l'une à l'autre.
  6. Construction de fixation selon l'une des revendications précédentes, dans laquelle ledit élément de fixation est démontable après que lesdits moyens d'ajustement ont été moulés in situ.
  7. Construction de fixation selon l'une des revendications précédentes, dans laquelle ledit élément de fixation comporte des moyens destinés à la fixation temporaire de celui-ci à d'autres pièces d'armature de la construction devant être coulée.
  8. Construction de fixation selon l'une des revendications précédentes, comportant une bande de scellement (17).
  9. Construction de fixation selon la revendication 8, dans laquelle ladite bande de scellement comporte une section de base horizontale (18) et une section de scellement (20) saillant de façon essentiellement verticale à partir de celle-ci.
  10. Construction de fixation selon la revendication 8 ou 9, dans laquelle ladite section de base est pourvue de moyens d'adhésion (21).
  11. Procédé pour le positionnement d'une colonne utilisant une construction de fixation selon les revendications 1 à 10, comportant le moulage de la construction de fixation dans du béton, suivi de l'ajustement d'une bande de scellement autour de la construction de fixation, après quoi l'espace à l'intérieur de ladite bande est rempli d'une composition de moulage ajustable.
EP01200028A 2000-01-06 2001-01-05 Construction de fixation et procédé d'installation Expired - Lifetime EP1114904B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL1014031A NL1014031C2 (nl) 2000-01-06 2000-01-06 Bevestigingsconstructie alsmede werkwijze voor het aanbrengen daarvan.
NL1014031 2000-01-06

Publications (2)

Publication Number Publication Date
EP1114904A1 EP1114904A1 (fr) 2001-07-11
EP1114904B1 true EP1114904B1 (fr) 2005-10-26

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP01200028A Expired - Lifetime EP1114904B1 (fr) 2000-01-06 2001-01-05 Construction de fixation et procédé d'installation

Country Status (4)

Country Link
EP (1) EP1114904B1 (fr)
AT (1) ATE307945T1 (fr)
DE (1) DE60114252T2 (fr)
NL (1) NL1014031C2 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007018335B4 (de) * 2007-04-18 2015-09-03 Wolfgang Freimoser Fundament für einen Mast
DE102009037473B4 (de) * 2009-07-13 2020-12-03 Apple Inc. Innenausbau
DE102011117629A1 (de) * 2011-11-04 2013-05-08 Weinor Gmbh & Co. Kg Pfostenstütze
US10590672B2 (en) * 2017-10-13 2020-03-17 Salesforce.Com, Inc. Post installation bracket
AT521639B1 (de) * 2018-08-22 2020-07-15 European Trans Energy Gmbh Stahlmast
US10774562B1 (en) * 2019-07-29 2020-09-15 Alumiworks, Inc. Railing anchor
US11933062B2 (en) * 2019-10-29 2024-03-19 Philip John Elpers Vibration damping anchoring system
CN116460511A (zh) * 2023-05-06 2023-07-21 中国水利水电第十一工程局有限公司 一种柱脚锚栓固定支架的操作平台及其使用方法

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3323765A (en) * 1965-07-06 1967-06-06 Harsco Corp Support for lighting standards
US5505033A (en) * 1988-12-06 1996-04-09 501 Hitachi Metals Ltd. Column base structure and connection arrangement

Also Published As

Publication number Publication date
NL1014031C2 (nl) 2001-07-11
EP1114904A1 (fr) 2001-07-11
DE60114252T2 (de) 2006-07-13
DE60114252D1 (de) 2005-12-01
ATE307945T1 (de) 2005-11-15

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