EP2017400A1 - Console de support pour maçonnerie - Google Patents

Console de support pour maçonnerie Download PDF

Info

Publication number
EP2017400A1
EP2017400A1 EP08012550A EP08012550A EP2017400A1 EP 2017400 A1 EP2017400 A1 EP 2017400A1 EP 08012550 A EP08012550 A EP 08012550A EP 08012550 A EP08012550 A EP 08012550A EP 2017400 A1 EP2017400 A1 EP 2017400A1
Authority
EP
European Patent Office
Prior art keywords
brickwork
elements
sidepiece
bracket
support
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.)
Withdrawn
Application number
EP08012550A
Other languages
German (de)
English (en)
Inventor
Jan Van Geerenstein
Franciscus Petrus Matheus Van Loon
Richard Roelofsen
Wouter Ten Caat
Pjotr Pavel Van Krimpen
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.)
CERTACON BV
Original Assignee
BAT CONTINENTAL 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 BAT CONTINENTAL BV filed Critical BAT CONTINENTAL BV
Publication of EP2017400A1 publication Critical patent/EP2017400A1/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0853—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
    • E04F13/0855—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular to the wall

Definitions

  • the present invention relates to a brickwork support assembly for anchoring and/or support of a brick (outer) wall to a anchoring base, like a concrete inner wall or a concrete skeleton construction, comprising a bracket anchor provided with two essentially parallelly sidepieces; a brickwork carrier suitable for incorporating into brickwork wall, the carrier being fixedly attached to the front side of the sidepiece elements; mounting means, like a screw bolt with nut, for mounting the bracket anchor onto the anchoring base; a support bracket for the mounting means, the opposing edges of the bracket are provided with first flanged rims, extending in the same direction around the sidepiece elements.
  • These brickwork supports are used to support outer brickwork or mortar walls of great height at regular (vertical) distances and to anchor the brickwork to an inner wall or (concrete) construction. Thereby the vertical pressure exerted by the high brickwork walls is decreased.
  • Such an anchoring device is known form European patent 0 212 228 B1 .
  • This well known anchoring device is used for anchoring slabs onto an anchoring base like an inner wall.
  • This known anchoring device has a number of disadvantages.
  • this device and construction in mounted and loaded position gradually looses its strength and stiffness.
  • the outer brickwork wall may become instable prematurely necessitating renovation of the brickwork support and/or of all of the brickwork or even a complete renewal and rebuild of the brickwork.
  • the parts may be manufactured from a thicker material; this has financial and constructional disadvantages, because the price of the brickwork supports will increase and the load bearing parts of the building structure may be required to be of a heavier construction due to the higher weight load.
  • the object of the present invention therefore is to provide for a long lasting stable and stiff support, which is lightweight and moreover may be manufactured easily at low costs.
  • the brickwork support assembly whereby the sidepiece elements with their upper sides are interconnected by a bridge element or the bracket anchor is a one piece construction having a U-shape with downwards extending leg portions; the support bracket is provided with a saddle-shape, by providing the adjacent edges - of the edges having the first flanged rimswith second flanged rims extending in the opposite direction relative to the first flanged rims.
  • the saddle-shaped support bracket is rotation symmetric. Consequently errors during mounting are prevented and thereof possible weakening of the support.
  • the sidepiece elements are provided with strut supports connected with the bridge element or the sidepiece elements of the U-shape are provided with large recesses configuring strut supports.
  • the embodiment is preferred whereby the sidepiece elements at their rearward side (anchoring side) are provided with recesses for mounting an adjustment assembly.
  • the recesses are provided with a constriction at the rearward side of the sidepiece portions.
  • the assembly is provided with a detachable adjustment assembly configured to be mounted into the recesses of the sidepiece elements.
  • the adjustment assembly comprises a square pipe and a spindle with a stop piece for the anchoring base.
  • the pipe is provided with grooves for receiving the side piece elements.
  • Fig.1A - 1D show brickwork support 1 according to the invention comprising U-shaped bracket anchor 2 with two sidepiece elements 3', 3" and a bridge element 9.
  • Brickwork carrier 4 is fixedly attached to the front side of the sidepiece elements 3', 3".
  • the brickwork carrier 4 is positioned between the bricks of the outer mortar wall 20 (see figure 3 ) in order to reduce the pressure forces in a brickwork wall having a great height.
  • the brickwork support 1 is connected, by means of mounting means 5 - in this embodiment consisting of a T-head bolt and nut - with anchor rail 31, being the anchoring base.
  • the brickwork support may be connected with the anchoring base in an alternative way, e.g. by means of (chemical) anchors/plugs.
  • an adjustment plate 30 is mounted between anchor rail 31 and the brickwork support 1 so that as a result the position of the brickwork support 1 may be adjusted to the variations in the brickwork of the outer wall.
  • the horizontal variations in the distance between the anchoring base and the outer wall may also be corrected by means of the adjustment plate 30.
  • the stiffness of the shown brickwork supports is obtained by interconnecting the sidepiece elements 3', 3" at their upper sides with a bridge element 9 or to form the bridge element 9 and the sidepiece elements 3', 3" as a one piece construction; and furthermore by connecting the sidepiece elements at their front side with the brickwork carrier 4 and by connecting the bracket anchor 2 onto the anchoring base by means of mounting means 5 in combination with a saddle shaped support bracket 6.
  • the support bracket 6 will hardly bend under the influence of the occurring forces, e.g. caused by differences in the outside temperature. Therefore the brickwork support 1 will not quickly become loose or otherwise decrease the required anchoring support to the outer brickwork wall.
  • Fig 4A - 4C shows more in detail the support bracket with two pair of adjacent sides or edges 7', 7" en 11', 11".
  • the first edges 7', 7" are provided with flanged rims 8', 8" which are extending backwards or downwards relative to the plane of the drawing.
  • the adjacent sides 11', 11" are also provided with flanged rims 12', 12" as a result of which the support bracket 6 is a very rigid element that will not be deformed as a consequence of the normal pressure load variations in a building construction.
  • the support bracket 6 has a rotation symmetric shape, so that is impossible to mound the support bracket incorrectly.
  • FIG 3 and figure 2B an alternative embodiment of the brickwork support 1 is shown having strut supports 13', 13" which extend from the bridge element 9 to the brickwork carrier 4.
  • these strut supports 13', 13" are configured by providing recesses 14', 14" in the sidepiece elements 3', 3", e.g. by means of cutting.
  • the triangle thus configured in the sidepiece elements 3', 3" will allow the bracket anchor 2 to take up higher loads.
  • FIG. 1A, 1C and 3 show an adjustment assembly 16 and Fig.5A - 5C show the preferred adjustment assembly 16 more in detail.
  • the adjustment assembly 6 is mounted into recesses 15', 15" provided at the bottom side of the sidepiece elements 3', 3".
  • the recess 15" are shown in more detail.
  • the recesses 15", 15" are preferably square shaped and furthermore provided with constrictions 17', 17" in order to prevent that the loose, not fixed, adjustment assembly will come out easily or fall from the sidepiece elements 13', 13".
  • level correction it is possible during construction to easily slide the adjustment assembly 16 into the recesses 15', 15" by guiding the spindle 19 through the constriction 17', 17".
  • the stop piece 21 is forced against the anchoring base 10 so that the brickwork support 1 may be levelled.
  • the adjustment assembly 16 and the recesses 15', 15" are preferably square as it has been found that in this way the support forces are transferred in a regular manner and moreover the spindle 19 with stop 21 will always be oriented in the correct mounting position.
  • the square pipe 18 may also have been provided with grooves 22", 22" for receiving sidepiece elements 3", 3".
  • Fig.1C , 3 is shown that the sidepiece elements 3', 3" are positioned into the grooves 22', 22" in order to constitute an additional structural connection at the bottom side of the bracket anchor 2.
  • FIG. 6E , 7A - 7E and 8A - 8E some alternative embodiments are shown, partly in perspective view and partly in top and side view. Contrary to the abovementioned bracket anchor types the bridge connection between the sidepiece elements now consists of at least one closed bridge element mutually interconnecting the sidepiece elements, the element not being located at the upper side, like bridge element 9 in Fig.1A .
  • Both bridge element 109 and 109' are clearly visible in fig. 6B , 7B and 8B .
  • the locking plate 106 of flat thick steel plate at the front side of the bracket anchor, has a flat shape and is at its front side provided with two parallel slots 104, 104' for fittingly receiving the raised edges 103, 103' of the side piece elements.
  • the edges of the slots are slightly bevelled off as is visible in Fig. 6D , 7D , 8D .
  • This embodiment as shown in Fig.9 , has the advantage that the bracket anchor may take up considerably more force.
  • FIG. 6C , 7C and 8C two bracket anchors are shown whereupon a brickwork carrier 104 is welded.
  • Fig. 6E , 7E and 8E show in side view the bracket anchor with the thereto fixedly welded brickwork carrier 104 and
  • Fig. 6D , 7D , 8D show a top view of the bracket anchor.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP08012550A 2007-07-13 2008-07-11 Console de support pour maçonnerie Withdrawn EP2017400A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL341279 2007-07-13

Publications (1)

Publication Number Publication Date
EP2017400A1 true EP2017400A1 (fr) 2009-01-21

Family

ID=39761112

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08012550A Withdrawn EP2017400A1 (fr) 2007-07-13 2008-07-11 Console de support pour maçonnerie

Country Status (1)

Country Link
EP (1) EP2017400A1 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2849376A1 (de) * 1978-11-14 1980-06-04 Hilti Ag Vorrichtung zur abstandsbefestigung von verkleidungsplatten
EP0235757A2 (fr) * 1986-02-27 1987-09-09 Siegfried Fricker Console d'appui
EP0212228B1 (fr) * 1985-08-28 1991-05-29 Unistrut Europe PLC Dispositif pour l'ancrage de plaques
EP0869232A1 (fr) * 1997-04-01 1998-10-07 Hakron Verankeringstechniek B.V. Dispositif de console
DE10117199A1 (de) * 2001-04-05 2002-10-10 Willi Jung Vormauerziegel-Tragsystem

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2849376A1 (de) * 1978-11-14 1980-06-04 Hilti Ag Vorrichtung zur abstandsbefestigung von verkleidungsplatten
EP0212228B1 (fr) * 1985-08-28 1991-05-29 Unistrut Europe PLC Dispositif pour l'ancrage de plaques
EP0235757A2 (fr) * 1986-02-27 1987-09-09 Siegfried Fricker Console d'appui
EP0869232A1 (fr) * 1997-04-01 1998-10-07 Hakron Verankeringstechniek B.V. Dispositif de console
DE10117199A1 (de) * 2001-04-05 2002-10-10 Willi Jung Vormauerziegel-Tragsystem

Similar Documents

Publication Publication Date Title
US20030217521A1 (en) Adjustable anchoring system for a wall
CN207160344U (zh) 一种点支承平移式外挂pc墙板连接机构及装置
CN101839061A (zh) 现浇混凝土圆弧外墙体单侧支模体系及其施工方法
CN103850352A (zh) 一种预制板的连接方法
US8151528B2 (en) System and method for anchoring a modular building
KR20160001216A (ko) 힌지 거동형 ｐｃ 벽체를 이용한 라멘교 및 이 시공 방법
JP4083773B2 (ja) コンクリート・鋼複合トラス橋の架設方法
EP2017400A1 (fr) Console de support pour maçonnerie
EP2935712B1 (fr) Pied de colonne
CA2888404A1 (fr) Appareillage de support de soutien
US20120011781A1 (en) Perimeter wall support system for a manufactured home
EP3176349B1 (fr) Système d'accouplement contre soulevement
CN211523699U (zh) 标高楼板和降标高楼板节点连接结构
CN210713801U (zh) 异形爬架体系中爬锥埋件的预埋装置
JP6403580B2 (ja) 太陽電池モジュール取付け架台および太陽電池モジュールの施工方法
NL1034127C2 (nl) Metselwerkondersteuningssamenstel.
EP3710644A1 (fr) Dispositif d'ancrage pour profilés structuraux
JP5904051B2 (ja) 薄板軽量形鋼造の耐力壁の固定構造
AU2006203541B2 (en) Composite steel joist & concrete construction system
JP6800764B2 (ja) 基礎部材
CN110735489A (zh) 一种石材幕墙安装结构及安装方法
JP5281463B2 (ja) 耐力フレームの構造、この耐力フレームを用いた建築物の製造方法及び建ち調整方法
CN217054038U (zh) 一种钢筋笼以及框架填充墙
KR101574628B1 (ko) 철골보 단부의 압축 보강구조
KR20090003182U (ko) 거푸집 고정용 지지대

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

17P Request for examination filed

Effective date: 20090721

17Q First examination report despatched

Effective date: 20090812

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: AWBA B.V.

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: JACOBS, JOHANNES ARNOLDUS PETRUS MARIA

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: CERTACON B.V.

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20120324