DE20307595U1 - Method for joining concrete panels in building has a threaded sleeve in one panel and a guide sleeve for a threaded fastener in an adjoining panel - Google Patents

Method for joining concrete panels in building has a threaded sleeve in one panel and a guide sleeve for a threaded fastener in an adjoining panel

Info

Publication number
DE20307595U1
DE20307595U1 DE20307595U DE20307595U DE20307595U1 DE 20307595 U1 DE20307595 U1 DE 20307595U1 DE 20307595 U DE20307595 U DE 20307595U DE 20307595 U DE20307595 U DE 20307595U DE 20307595 U1 DE20307595 U1 DE 20307595U1
Authority
DE
Germany
Prior art keywords
wall
building wall
screw
sleeve
building
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
DE20307595U
Other languages
German (de)
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.)
Veit Dennert KG
Original Assignee
Veit Dennert KG
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 Veit Dennert KG filed Critical Veit Dennert KG
Priority to DE20307595U priority Critical patent/DE20307595U1/en
Publication of DE20307595U1 publication Critical patent/DE20307595U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A method for joining concrete panels in building construction has a threaded sleeve (12) fitted into one panel and aligning with a smooth sleeve (16) in an adjoining panel. The two panels are linked by inserting a threaded fastener (18) into the sleeves. Two or more screw connections are provided for each side of a joint. The sleeves are positioned into the moulds when the panels are poured. The threaded sleeve is secured into the panel via an attached anchoring element.

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (10)

1. Gebäude-Wandkonstruktion mit mindestens zwei vorzugsweise recht­ winklig aneinander stoßenden Wandelementen (2, 5, 5') in Form von in­ dustriell vorgefertigten Betonteilen und mindestens zwei in der Höhe ge­ staffelten Verschraubungen (11) zwischen den Wandelementen (2, 5, 5'), dadurch gekennzeichnet, dass die Verschraubungen (11) jeweils aufweisen:
  • - eine in der Stossfläche (9) des einen Wandelementes (2) angeordnete, zugfest in das Wandelement (2) eingegossene Gewindehülse (12, 12'),
  • - eine im anderen Wandelement (5, 5') positionsgerecht zur Gewinde­ hülse angeordnete, durch das Wandelement gehende Durchstecköff­ nung (16), und
  • - einen durch die Durchstecköffnung (16) greifenden, mit der fluchtend damit angeordneten Gewindehülse (12, 12') verschraubbaren Schraubbolzen (18).
1. Building wall construction with at least two wall elements ( 2 , 5 , 5 ') which abut one another, preferably at right angles, in the form of industrial prefabricated concrete parts and at least two screw connections ( 11 ) of different height between the wall elements ( 2 , 5 , 5 '), characterized in that the screw connections ( 11 ) each have:
  • - means disposed in the abutment surface (9) of a wall element (2), tensile strength in the wall element (2) cast-in threaded sleeve (12, 12 '),
  • - One in the other wall element ( 5 , 5 ') arranged in the correct position for the threaded sleeve, through the wall element push-through opening ( 16 ), and
  • - A screw bolt ( 18 ) reaching through the push-through opening ( 16 ), with the threaded sleeve ( 12 , 12 ') arranged in alignment therewith.
2. Gebäude-Wandkonstruktion nach Anspruch 1, dadurch gekennzeich­ net, dass die Gewindehülse (12, 12') mit einem Zuganker (13, 13') ver­ sehen ist.2. Building wall construction according to claim 1, characterized in that the threaded sleeve ( 12 , 12 ') with a tie rod ( 13 , 13 ') is seen ver. 3. Gebäude-Wandkonstruktion nach Anspruch 1 oder 2, dadurch gekenn­ zeichnet, dass die Durchstecköffnung (16) durch eine in das Wandele­ ment (2) eingegossene Durchsteckhülse (15) gebildet ist.3. Building wall structure according to claim 1 or 2, characterized in that the push-through opening ( 16 ) is formed by a cast-in sleeve ( 15 ) in the wandele element ( 2 ). 4. Gebäude-Wandkonstruktion nach einem der vorgenannten Ansprüche, dadurch gekennzeichnet, dass das mit der Durchsteckhülse (15) verse­ hene Wandelement (5) eine Vertiefung (21, 21') zur Aufnahme des Kop­ fes (19) des Schraubbolzens (18) aufweist.4. Building wall structure according to one of the preceding claims, characterized in that with the push-through sleeve ( 15 ) verse hene wall element ( 5 ) has a recess ( 21 , 21 ') for receiving the head fes ( 19 ) of the screw bolt ( 18 ) , 5. Gebäude-Wandkonstruktion nach einem der vorgenannten Ansprüche, ferner mit einer vor Endmontage der Wandkonstruktion aufgebrachten Wärmedämmschicht (4, 7) auf der Außenseite der Wandelemente (2, 5), dadurch gekennzeichnet, dass die Wärmedämmschicht (7) im Bereich der Verschraubung (11) eine Durchgriffsöffnung (22) aufweist, die nach der Endmontage der Wandkonstruktion mit einem Einsatzstück (23) ver­ schließbar ist.5. Building wall construction according to one of the preceding claims, further comprising a heat insulation layer ( 4 , 7 ) applied before final assembly of the wall construction on the outside of the wall elements ( 2 , 5 ), characterized in that the heat insulation layer ( 7 ) in the area of the screw connection ( 11 ) has a passage opening ( 22 ) which can be closed with an insert ( 23 ) after the final assembly of the wall construction. 6. Gebäude-Wandkonstruktion insbesondere nach einem der vorgenannten Ansprüche, dadurch gekennzeichnet, dass zwischen den Wandelemen­ ten (2, 5, 5') und ihrer Aufstellfläche (27) Höhennivelliereinrichtungen angeordnet sind, die jeweils Höhenverstell-Schraubelemente (24) aufwei­ sen.6. Building wall construction in particular according to one of the preceding claims, characterized in that between the Wandelemen th ( 2 , 5 , 5 ') and their footprint ( 27 ) height leveling devices are arranged, each having height adjustment screw elements ( 24 ) sen. 7. Gebäude-Wandkonstruktion nach Anspruch 6, dadurch gekennzeich­ net, dass die Höhenverstell-Schraubelemente (24) gebildet sind durch
  • - eine auf einem Stellfuß (25) vertikal angebrachte Schraubhülse (28) und
  • - eine darin höhenveränderlich einschraubbare Stellschraube (29), auf deren Kopf (30) sich das Wandelement (2, 5) abstützt.
7. Building wall construction according to claim 6, characterized in that the height adjustment screw elements ( 24 ) are formed by
  • - One on an adjustable foot ( 25 ) vertically attached screw sleeve ( 28 ) and
  • - An adjustable screw ( 29 ) which can be screwed therein, on the head ( 30 ) of which the wall element ( 2 , 5 ) is supported.
8. Gebäude-Wandkonstruktion nach Anspruch 7, dadurch gekennzeich­ net, dass sich das Wandelement (2, 5) über eine eingegossene Stützplatte (31) an der Stellschraube (29) abstützt.8. Building wall construction according to claim 7, characterized in that the wall element ( 2 , 5 ) is supported by a cast-in support plate ( 31 ) on the adjusting screw ( 29 ). 9. Gebäude-Wandkonstruktion nach einem der Ansprüche 6 bis 8, dadurch gekennzeichnet, dass der Höhenspalt zwischen den Wandelementen (2, 5) und der Auflagefläche (27) durch eine Vergussmasse (48) schließbar ist.9. Building wall construction according to one of claims 6 to 8, characterized in that the height gap between the wall elements ( 2 , 5 ) and the bearing surface ( 27 ) can be closed by a casting compound ( 48 ). 10. Gebäude-Wandkonstruktion nach einem der vorgenannten Ansprüche, dadurch gekennzeichnet, dass eine Fertigteildecke (35) trocken auf die Gebäude-Wandkonstruktion auflegbar ist.10. Building wall structure according to one of the preceding claims, characterized in that a prefabricated ceiling ( 35 ) can be placed dry on the building wall structure.
DE20307595U 2003-05-15 2003-05-15 Method for joining concrete panels in building has a threaded sleeve in one panel and a guide sleeve for a threaded fastener in an adjoining panel Expired - Lifetime DE20307595U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20307595U DE20307595U1 (en) 2003-05-15 2003-05-15 Method for joining concrete panels in building has a threaded sleeve in one panel and a guide sleeve for a threaded fastener in an adjoining panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20307595U DE20307595U1 (en) 2003-05-15 2003-05-15 Method for joining concrete panels in building has a threaded sleeve in one panel and a guide sleeve for a threaded fastener in an adjoining panel

Publications (1)

Publication Number Publication Date
DE20307595U1 true DE20307595U1 (en) 2003-07-10

Family

ID=27588944

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20307595U Expired - Lifetime DE20307595U1 (en) 2003-05-15 2003-05-15 Method for joining concrete panels in building has a threaded sleeve in one panel and a guide sleeve for a threaded fastener in an adjoining panel

Country Status (1)

Country Link
DE (1) DE20307595U1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GR20050100148A (en) * 2005-03-23 2006-11-01 Γερασιμος Τσιμπουρλας Buildings construction method and system
WO2015015103A1 (en) * 2013-07-30 2015-02-05 Soletanche Freyssinet Method for erecting a structure made of prefabricated concrete elements and associated structure
DE102016210575A1 (en) * 2016-06-14 2017-12-14 Veit Dennert Kg Baustoffbetriebe Industrial prefabricated building module with non-positive coupling between wall element and floor or ceiling slab
DE102022119260A1 (en) 2022-08-01 2024-02-01 Laumer Bautechnik GmbH Space module

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GR20050100148A (en) * 2005-03-23 2006-11-01 Γερασιμος Τσιμπουρλας Buildings construction method and system
WO2015015103A1 (en) * 2013-07-30 2015-02-05 Soletanche Freyssinet Method for erecting a structure made of prefabricated concrete elements and associated structure
FR3009318A1 (en) * 2013-07-30 2015-02-06 Soletanche Freyssinet METHOD OF BUILDING A WORK IN PREFABRICATED CONCRETE ELEMENTS AND ASSOCIATED WORK
CN105612297A (en) * 2013-07-30 2016-05-25 索列丹斯-弗莱西奈公司 Method for erecting a structure made of prefabricated concrete elements and associated structure
US9951513B2 (en) 2013-07-30 2018-04-24 Soletanche Freyssinet Method for erecting a structure made of prefabricated concrete elements and associated structure
DE102016210575A1 (en) * 2016-06-14 2017-12-14 Veit Dennert Kg Baustoffbetriebe Industrial prefabricated building module with non-positive coupling between wall element and floor or ceiling slab
DE102016210575B4 (en) * 2016-06-14 2017-12-28 Veit Dennert Kg Baustoffbetriebe Industrial prefabricated building module with non-positive coupling between wall element and floor or ceiling slab
DE102022119260A1 (en) 2022-08-01 2024-02-01 Laumer Bautechnik GmbH Space module

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20030814

R150 Term of protection extended to 6 years

Effective date: 20060726

R151 Term of protection extended to 8 years

Effective date: 20090807

R152 Term of protection extended to 10 years

Effective date: 20110804

R071 Expiry of right
R071 Expiry of right