EP2886745A1 - Élément de tension d'espacement pour fournir un coffrage particulièrement pour les murs en béton étanches - Google Patents

Élément de tension d'espacement pour fournir un coffrage particulièrement pour les murs en béton étanches Download PDF

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Publication number
EP2886745A1
EP2886745A1 EP13198212.6A EP13198212A EP2886745A1 EP 2886745 A1 EP2886745 A1 EP 2886745A1 EP 13198212 A EP13198212 A EP 13198212A EP 2886745 A1 EP2886745 A1 EP 2886745A1
Authority
EP
European Patent Office
Prior art keywords
bushes
tension member
spacing tension
space
casting
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
EP13198212.6A
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German (de)
English (en)
Other versions
EP2886745B1 (fr
Inventor
Guido Faresin
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.)
Faresin Building SpA
Original Assignee
Faresin Building Division SpA
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 Faresin Building Division SpA filed Critical Faresin Building Division SpA
Priority to ES13198212.6T priority Critical patent/ES2631052T3/es
Priority to EP13198212.6A priority patent/EP2886745B1/fr
Publication of EP2886745A1 publication Critical patent/EP2886745A1/fr
Application granted granted Critical
Publication of EP2886745B1 publication Critical patent/EP2886745B1/fr
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Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
    • E04G17/0658—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts remaining completely or partially embedded in the cast material

Definitions

  • the present invention relates to a spacing tension member for providing formwork, particularly for providing watertight concrete walls.
  • sealing work is generally lengthy and complex owing to the insertion of the aforementioned sleeves and caps, the application of resins, the subsequent finishing of the surfaces, and all the other operations to complete and verify the sealing.
  • the aim of the present invention is to provide a spacing tension member for providing formwork, particularly for watertight concrete walls, which is capable of overcoming the limitations and drawbacks of the above-mentioned known art.
  • an important object of the invention is to provide a spacing tension member that enables the construction of concrete basins, circular and otherwise, by using formworks of the conventional type, which are thus cheaper and faster to use than special formworks, and in such conventional formworks the pressure of the casting is opposed by such spacing tension members according to the invention.
  • Another object of the invention is to provide a spacing tension member that makes it possible to provide walls that are capable of ensuring a seal that is tight, reliable and constant over time, as required for the above-mentioned applications in plants for the containment of aggressive fluids that could invalidate the functionality of systems for sealing through holes.
  • an object of the invention is to provide a spacing tension member that makes it possible to provide a concrete wall with no through holes that allow leaks of liquids or gases.
  • Another object of the invention is to provide a spacing tension member that can be installed and handled with ease.
  • Another object of the invention is to provide a spacing tension member that can be made using conventional systems and technologies.
  • a spacing tension member for providing formwork particularly for watertight concrete walls, characterized in that it comprises two opposite traction bars, each one of which passes through a corresponding panel of a formwork wall, to each one of said bars being coupled by screwing, externally to the panel, a tightening plate and, in the space between the two facing internal and external panels, a spacer body which is adapted to remain embedded and concealed within the concrete casting, said spacer body comprising two opposite bushes for screwing to the ends, internal to the space between the two opposite walls of the formwork, of said traction bars, said two bushes being mutually rigidly coupled by at least one lateral spacer, which is arranged outside the space between the two facing bushes, the free portion of each traction bar between the panel and the corresponding facing screw coupling bush being protected from the concrete casting by means of an annular plug, which can be removed when the casting has hardened.
  • a spacing tension member for providing formwork 11 particularly for watertight concrete walls 12 is generally designated with the reference numeral 10.
  • Such spacing tension member 10 comprises two opposite traction bars 13 and 14, operating in a substantially coaxial configuration, as in Figure 1 , each one passing through a corresponding panel 15 and 16 of a formwork wall.
  • Each traction bar 13 and 14 protrudes outside the corresponding panel 15 or 16, for screwing to a tightening plate 17 and 18.
  • each traction bar 13 and 14 is adapted to be screwed to a spacer body 20 that is adapted to be embedded and concealed in the concrete casting 21.
  • Such spacer body 20 in the embodiment of the invention described herein which is understood to be non-limiting, comprises two opposite bushes 22 and 23 which are internally threaded for screwing to the ends 24 and 25, inside the space 19 between the panels 15 and 16, of the traction bars 13 and 14.
  • the two bushes 22 and 23 are mutually rigidly coupled by two lateral spacers 26 and 36, which are arranged outside the space 30 between the two facing bushes 22 and 23.
  • such two lateral spacers 26 and 36 are each constituted by a portion of a metallic bar, such as a building yard steel rod, and are welded to the two bushes 22 and 23 in diametrically opposite positions.
  • Such spacers can also be different in number, for example one or more than two, and can also be constituted by a metallic plate or by other similar and equivalent components.
  • each traction bar 13 and 14 between the panel 15 and 16 and the corresponding facing screw coupling bush 22 and 23, when it is mounted, is protected from the concrete casting 21 by means of an annular plug 31 and 32 which can be removed when the casting has hardened.
  • Each annular plug 31 and 32 is frustum-shaped to facilitate its extraction.
  • the bushes 22 and 23 are each constituted by a hexagonal nut.
  • each hexagonal nut is blind, for closure by way of a plug 39 and 40, or by welding, or by other means.
  • the spacer body 20 taken as a whole defines a hollow-structure interconnection between the two traction bars 13 and 14, which thanks to the lateral spacers 26 and 36 allows the concrete casting to penetrate between the bushes 22 and 23 and thus between the ends of the traction bars 13 and 14, which through the spacers transmit the tractive force to which they are subjected in the manner of a single bar.
  • Such spacer body 20 by remaining embedded in the concrete casting, ensures that the holes 42 and 43, which remained free for the removal of the traction bars 13 and 14 and of the respective caps 31 and 32, are not mutually in communication, thus closing off all routes to a possible penetration of liquids and/or gases.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP13198212.6A 2013-12-18 2013-12-18 Élément de tension d'espacement pour fournir un coffrage pour les murs en béton étanches Active EP2886745B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
ES13198212.6T ES2631052T3 (es) 2013-12-18 2013-12-18 Tirante espaciador para proveer encofrados, particularmente para paredes de hormigón estancas
EP13198212.6A EP2886745B1 (fr) 2013-12-18 2013-12-18 Élément de tension d'espacement pour fournir un coffrage pour les murs en béton étanches

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP13198212.6A EP2886745B1 (fr) 2013-12-18 2013-12-18 Élément de tension d'espacement pour fournir un coffrage pour les murs en béton étanches

Publications (2)

Publication Number Publication Date
EP2886745A1 true EP2886745A1 (fr) 2015-06-24
EP2886745B1 EP2886745B1 (fr) 2016-11-16

Family

ID=50101671

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13198212.6A Active EP2886745B1 (fr) 2013-12-18 2013-12-18 Élément de tension d'espacement pour fournir un coffrage pour les murs en béton étanches

Country Status (2)

Country Link
EP (1) EP2886745B1 (fr)
ES (1) ES2631052T3 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109184203A (zh) * 2018-10-15 2019-01-11 中建四局第三建筑工程有限公司 一种穿过钢筋骨架的快速安装对拉螺杆
US20200123793A1 (en) * 2017-01-27 2020-04-23 Meva Schalungs-Systeme Gmbh Seal for a lead-through for a tie rod through a panel formwork element
CN111809868A (zh) * 2020-08-13 2020-10-23 河南五建第二建筑安装有限公司 用于构造柱模板的角加固件和模板加固方法
CN112081376A (zh) * 2020-07-31 2020-12-15 何其佳 一种防渗水螺母及对拉螺杆组件
US11591813B2 (en) * 2016-11-14 2023-02-28 Airlite Plastics Co. Concrete form with removable sidewall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1665649A (en) * 1927-02-19 1928-04-10 Charles T Whitescarver Spreader tie for concrete-wall forms
US2114590A (en) * 1937-06-01 1938-04-19 Samuel S Colt Reenforcement supporting means for concrete forms
US2292548A (en) * 1941-03-14 1942-08-11 Richmond Screw Anchor Co Inc Form tie
DE20214936U1 (de) * 2002-09-26 2002-12-19 Mathies GmbH, 24395 Pommerby Vorrichtung zur gegenüberliegenden Anordnung beabstandeter Schalwände

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1665649A (en) * 1927-02-19 1928-04-10 Charles T Whitescarver Spreader tie for concrete-wall forms
US2114590A (en) * 1937-06-01 1938-04-19 Samuel S Colt Reenforcement supporting means for concrete forms
US2292548A (en) * 1941-03-14 1942-08-11 Richmond Screw Anchor Co Inc Form tie
DE20214936U1 (de) * 2002-09-26 2002-12-19 Mathies GmbH, 24395 Pommerby Vorrichtung zur gegenüberliegenden Anordnung beabstandeter Schalwände

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11591813B2 (en) * 2016-11-14 2023-02-28 Airlite Plastics Co. Concrete form with removable sidewall
US20200123793A1 (en) * 2017-01-27 2020-04-23 Meva Schalungs-Systeme Gmbh Seal for a lead-through for a tie rod through a panel formwork element
US11047143B2 (en) * 2017-01-27 2021-06-29 Meva Schalungs-Systeme Gmbh Seal for a lead-through for a tie rod through a panel formwork element
CN109184203A (zh) * 2018-10-15 2019-01-11 中建四局第三建筑工程有限公司 一种穿过钢筋骨架的快速安装对拉螺杆
CN112081376A (zh) * 2020-07-31 2020-12-15 何其佳 一种防渗水螺母及对拉螺杆组件
CN111809868A (zh) * 2020-08-13 2020-10-23 河南五建第二建筑安装有限公司 用于构造柱模板的角加固件和模板加固方法

Also Published As

Publication number Publication date
EP2886745B1 (fr) 2016-11-16
ES2631052T3 (es) 2017-08-25

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