EP1045087B1 - Point d'accrochage protégé de la corrosion - Google Patents
Point d'accrochage protégé de la corrosion Download PDFInfo
- Publication number
- EP1045087B1 EP1045087B1 EP00107937A EP00107937A EP1045087B1 EP 1045087 B1 EP1045087 B1 EP 1045087B1 EP 00107937 A EP00107937 A EP 00107937A EP 00107937 A EP00107937 A EP 00107937A EP 1045087 B1 EP1045087 B1 EP 1045087B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchoring element
- plug
- suspension point
- solidium
- anchoring
- 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
Links
- 239000000725 suspension Substances 0.000 title claims abstract description 25
- 230000007797 corrosion Effects 0.000 title description 11
- 238000005260 corrosion Methods 0.000 title description 11
- 238000004873 anchoring Methods 0.000 claims abstract description 60
- 238000000034 method Methods 0.000 claims abstract description 10
- 239000010953 base metal Substances 0.000 claims abstract description 6
- 229910052751 metal Inorganic materials 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 229910001018 Cast iron Inorganic materials 0.000 claims description 4
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 2
- 229910052725 zinc Inorganic materials 0.000 claims description 2
- 239000011701 zinc Substances 0.000 claims description 2
- 238000003780 insertion Methods 0.000 claims 2
- 230000037431 insertion Effects 0.000 claims 2
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 238000009415 formwork Methods 0.000 description 10
- 238000007789 sealing Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000006378 damage Effects 0.000 description 3
- 150000002739 metals Chemical class 0.000 description 3
- 238000009418 renovation Methods 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910001209 Low-carbon steel Inorganic materials 0.000 description 2
- 238000006056 electrooxidation reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005246 galvanizing Methods 0.000 description 2
- 229910000510 noble metal Inorganic materials 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000008151 electrolyte solution Substances 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- KFZAUHNPPZCSCR-UHFFFAOYSA-N iron zinc Chemical compound [Fe].[Zn] KFZAUHNPPZCSCR-UHFFFAOYSA-N 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- C—CHEMISTRY; METALLURGY
- C23—COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; CHEMICAL SURFACE TREATMENT; DIFFUSION TREATMENT OF METALLIC MATERIAL; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL
- C23F—NON-MECHANICAL REMOVAL OF METALLIC MATERIAL FROM SURFACE; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL; MULTI-STEP PROCESSES FOR SURFACE TREATMENT OF METALLIC MATERIAL INVOLVING AT LEAST ONE PROCESS PROVIDED FOR IN CLASS C23 AND AT LEAST ONE PROCESS COVERED BY SUBCLASS C21D OR C22F OR CLASS C25
- C23F2201/00—Type of materials to be protected by cathodic protection
- C23F2201/02—Concrete, e.g. reinforced
Definitions
- the invention relates to a suspension point in a building with the features of the preamble of claim 1 and a method for producing such Suspension point in a building.
- Suspension points are used to anchor formwork and Scaffolding on structures.
- a special application lies here when attaching cornice formwork that before especially in bridge construction both during the construction phase and a later renovation phase of the building be used.
- suspension points are made by a Anchoring element is poured into the concrete body. So that between the anchoring element and the Concrete end surface forms an access opening during the casting of the anchoring element a connection to the Formwork skin made, which after stripping from Anchoring element can be removed and an access opening of the concrete outer shell to the anchoring element.
- the simplest variant chosen is the pouring of one Anchoring element made of plastic, so that corrosion of the anchoring element can be safely excluded.
- this method significantly reduces the Load capacity of the anchoring element, so that many Anchoring elements at a short distance from each other must be cast in to a given load to be able to ensure. This is with an increased Material and labor input combined. It also ages Plastic and becomes brittle over time, so that already after a few years there is no longer a guaranteed load capacity can be. Hence the use of the existing one Suspension points at one may only be after many Years of renovation required. Because of these disadvantages, plastic is usually in concrete undesirable and often already in the context of the building tender prohibited.
- Another variant in the prior art is pouring an anchoring element made of steel and the additional Providing a sealing plug made of plastic, which the Access opening from the concrete outer shell to the Anchoring element closes.
- DE-OS 33 38 762 describes an anchoring construction in concrete with a stainless steel threaded sleeve on the concrete side with mild steel by welding or Threaded connection is connected, the mild steel for Introduces the forces into the concrete body.
- Page 99 becomes a method of making one
- the invention has for its object a suspension point as well as an economical process for producing a Propose hanging point that is safe Ensure protection against corrosion.
- the procedure for Production of a suspension point according to the invention comprises method steps set out in claim 7.
- the invention is based on the idea of the suspension point from a pairing of an anchoring element and one Form plug, the plug in close proximity to the anchoring element or in contact to the anchoring element and acts as a sacrificial anode.
- the plug must be made of a less noble metal be made as the anchoring element.
- Metals that can be easily oxidized, are considered base metals designated, i.e. the higher the tendency is in the To change the ion state, the less noble a metal is.
- a nobler metal Anchoring element and that of a base metal manufactured plugs together in that a electrochemical corrosion element that always arises occurs when two different points of contact Metals an electrolytic solution.
- the base metal is destroyed by being oxidized.
- the Oxidation and destruction of the plug accepted to protect the nobler metal of the anchoring element.
- the Sealing plug thus acts as a sacrificial anode, the Oxidation and destruction targeted to protect a nobler Metal is brought about.
- the Suspension point created by first attaching a nail cone is fastened to a formlining, the anchoring element the nail cone is pushed on and then the Structure is concreted. After removing the nail cone is the cornice formwork with a screw-in cone on Fixed structure. After this actual use of the The screw-in cone is removed and a sacrificial anode in the form of a sealing plug as Corrosion protection used.
- anchoring part known anchoring part can be used.
- This measure is therefore from Meaning that already existing and proven geometries can be used.
- the main advantage of this Measure is to have suspension points in structures that currently provided with a plastic plug by inserting one that acts as a sacrificial anode Retrofit metal plug.
- the plug is made made of a hot-dip galvanized material, in particular Forged steel or cast iron.
- a hot-dip galvanized material in particular Forged steel or cast iron.
- Fig. 1 a section through a structure 12 made of concrete is shown.
- An anchoring element 14 is in the structure 12 poured, which in the present case as already in the Technology used, so-called cornice anchor of the applicant is trained.
- the cornice anchor has a cylindrical one Shaft 16, which is fixed on a metal plate 18, the Dimensions exceed the outer radius of the shaft 18 and thus firmly fix the anchoring element 14 in the concrete 12.
- the struts 20 also shown in FIG. 1 increase the strength of the anchoring element. How out Fig. 1 can be seen, the anchoring element is so deep poured into the concrete that a concrete cover of about 4 cm between the anchoring element 14 and the End surface 22 of the concrete is made. In the area of this Cover is thus an opening 24 formed by the Outer surface 22 of the building forth access to Anchoring element 14 guaranteed.
- a plug 30 is also shown, which in essentially of a threaded shaft 32 with a There is an external thread and a head 34, the one Recess 36 for engaging a conventional one Square wrench.
- the head 34 has a dimension so that it is straight the opening 24 in the concrete body 12 fills and also not protrudes beyond the end face 22.
- the plug 30 with a longer head 34 desired this can of course also be designed so that it over the end surface 22nd protrudes outwards and, for example, instead of the groove 36 is provided with suitable external dimensions to with a appropriately shaped tools, e.g. Wrench, to come into positive contact.
- the plug 30 is preferably made from a cheaply available one Material such as forged steel or cast iron is manufactured and subsequently hot-dip galvanized to compare to that also made from forged steel or cast iron Anchoring element 14 to represent the base metal.
- Zinc is a higher negative compared to iron Zinc is the less noble metal compared to conventional iron as a sacrificial anode can serve.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Prevention Of Electric Corrosion (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Dowels (AREA)
- Ropes Or Cables (AREA)
Claims (7)
- Elément de suspension ayant un élément de structure (12), comprenant :un élément d'ancrage (14) en métal fixé dans une ouverture de l'élément de structure ; etun obturateur (30) fermant l'ouverture (24) à l'état assemblé,
- Elément de suspension dans un élément de structure selon la revendication 1,
caractérisé en ce que l'élément d'ancrage (14) est en acier. - Elément de suspension dans un élément de structure selon la revendication 1 ou la revendication 2,
caractérisé en ce que, à l'état assemblé, un couplage s'établit par l'intermédiaire de filetages entre l'élément d'ancrage (14) et l'obturateur (30). - Elément de suspension dans un élément de structure selon une des revendications précédentes,
caractérisé en ce que l'obturateur est constitué de zinc. - Elément de suspension dans un élément de structure selon l'une des revendications 1 à 3,
caractérisé en ce que l'obturateur est constitué d'un matériau galvanisé à chaud, en particulier d'un acier de forge ou d'une fonte de fer. - Procédé pour réaliser un élément de suspension selon l'une des revendications 1 à 5, comprenant les étapes consistant à :(a) fixer un cône à pointe (42) sur une plaque de coffrage (40) ;(b) faire glisser l'élément d'ancrage (14) sur le cône à pointe (42) ;(c) couler l'élément de structure (12) en béton ;(d) sortir le cône à pointe (42) ; et(e) insérer une anode réactive formant un obturateur.
- Procédé selon la revendication 6,
caractérisé en ce que l'insertion de l'obturateur (30) est assurée en vissant ce dernier dans un filetage interne de l'élément d'ancrage (14).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19917345A DE19917345C2 (de) | 1999-04-16 | 1999-04-16 | Korrosionsgeschützte Aufhängestelle |
DE19917345 | 1999-04-16 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1045087A1 EP1045087A1 (fr) | 2000-10-18 |
EP1045087B1 true EP1045087B1 (fr) | 2004-11-03 |
Family
ID=7904871
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00107937A Expired - Lifetime EP1045087B1 (fr) | 1999-04-16 | 2000-04-14 | Point d'accrochage protégé de la corrosion |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1045087B1 (fr) |
AT (1) | ATE281577T1 (fr) |
DE (2) | DE19917345C2 (fr) |
ES (1) | ES2231065T3 (fr) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP4006267A1 (fr) * | 2020-11-30 | 2022-06-01 | Georg Weidner | Système d'ancrage de transport pour une pièce en béton |
EP4273349A1 (fr) | 2022-05-04 | 2023-11-08 | Georg Weidner | Espaceur mural à étrier en u |
EP4273350A2 (fr) | 2022-05-04 | 2023-11-08 | Georg Weidner | Système de montage avec pied de support et écarteur mural |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10108229A1 (de) * | 2001-02-21 | 2002-09-19 | Sabine Blessenohl | Dübel mit Dübelschablone zur Befestigung in Gussmassen |
DE102007059125B4 (de) * | 2007-12-07 | 2009-10-22 | Doka Industrie Gmbh | Verankerungselement |
DE102011006702A1 (de) * | 2011-04-04 | 2012-10-04 | Peri Gmbh | Montagestopfen zum Montieren einer Ankerhülse an einer Schalung |
CN102518300B (zh) * | 2011-12-15 | 2014-04-09 | 中国建筑第二工程局有限公司 | 预埋锥形承载接头式钢结构支座及其施工方法 |
DE102015008620A1 (de) | 2015-07-02 | 2017-01-05 | Gunnar Pöppe | Verfahren zum korrosionsgeschützten Verschließen eines Werkstücks und dafür vorgesehenes Schließteil |
WO2017139612A1 (fr) * | 2016-02-11 | 2017-08-17 | Cetres Holdings Llc. | Bouchons et corps d'ancrage de béton |
US10384085B1 (en) * | 2016-06-17 | 2019-08-20 | Climb Tech, Llc | Concrete anchor point and method for constructing same |
CN107246076A (zh) * | 2017-08-11 | 2017-10-13 | 中建安装工程有限公司 | 用于装配式建筑的可回收磁性螺纹预埋件 |
CN109797664B (zh) * | 2019-01-21 | 2020-10-16 | 中国船舶重工集团应急预警与救援装备股份有限公司 | 一种大跨度装配式桥梁模块化桁架及拼装折叠方法 |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5819482A (ja) * | 1981-07-28 | 1983-02-04 | Sumitomo Rubber Ind Ltd | 紡蝕締付具 |
DE3338762A1 (de) * | 1983-10-26 | 1985-05-09 | Winfried Dipl.-Ing. 6365 Rosbach Schnabel | Verankerungen von stahlbauteilen durch schraubverbindungen im beton |
CH684648A5 (de) * | 1992-07-10 | 1994-11-15 | Giulio Albanese | Gewindehülse zur Befestigung von mit einem schraubenförmig ausgebildeten Spannstab versehenen Bauelementen und Verwendung derselben. |
-
1999
- 1999-04-16 DE DE19917345A patent/DE19917345C2/de not_active Expired - Fee Related
-
2000
- 2000-04-14 DE DE50008463T patent/DE50008463D1/de not_active Expired - Fee Related
- 2000-04-14 EP EP00107937A patent/EP1045087B1/fr not_active Expired - Lifetime
- 2000-04-14 AT AT00107937T patent/ATE281577T1/de not_active IP Right Cessation
- 2000-04-14 ES ES00107937T patent/ES2231065T3/es not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP4006267A1 (fr) * | 2020-11-30 | 2022-06-01 | Georg Weidner | Système d'ancrage de transport pour une pièce en béton |
EP4273349A1 (fr) | 2022-05-04 | 2023-11-08 | Georg Weidner | Espaceur mural à étrier en u |
EP4273350A2 (fr) | 2022-05-04 | 2023-11-08 | Georg Weidner | Système de montage avec pied de support et écarteur mural |
Also Published As
Publication number | Publication date |
---|---|
DE19917345C2 (de) | 2002-09-26 |
DE19917345A1 (de) | 2000-10-26 |
DE50008463D1 (de) | 2004-12-09 |
ES2231065T3 (es) | 2005-05-16 |
ATE281577T1 (de) | 2004-11-15 |
EP1045087A1 (fr) | 2000-10-18 |
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