CN1305556A - 改进的板墙筋 - Google Patents

改进的板墙筋 Download PDF

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CN1305556A
CN1305556A CN99807436A CN99807436A CN1305556A CN 1305556 A CN1305556 A CN 1305556A CN 99807436 A CN99807436 A CN 99807436A CN 99807436 A CN99807436 A CN 99807436A CN 1305556 A CN1305556 A CN 1305556A
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迪考瑞·鲁达克
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Remote Connecting Tech Co Ltd
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    • E04C3/065—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web with special adaptations for the passage of cables or conduits through the web
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    • E—FIXED CONSTRUCTIONS
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    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
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    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
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    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
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    • E—FIXED CONSTRUCTIONS
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    • E04C3/00—Structural elongated elements designed for load-supporting
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    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
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Abstract

本发明提供了一种板墙筋,是有选定的长度。板墙筋具有多个单元(优选地为两个或四个单元),各沿着板墙筋的整个长度延伸。这些单元可相互相对沿着水平或垂直方向移动。在一个实施例中,板墙筋的单元可由固定装置,如螺钉、膨胀锁紧装置或棘爪装置固定。本发明还提供了用于制造板墙筋的单元。

Description

改进的板墙筋
本发明涉及建筑工业。更具体地，涉及建筑用的改进的板墙筋。
传统上，用于建筑的板墙筋制成刚性的单元。这些刚性单元具有各种横截面形状，当前使用中已知的最好的一些板墙筋单元是“C”形单元和“狗骨”形板墙筋。
基于发现如果主柱沿水平和垂直方向可调，会得到一些优点而发现了本发明。
因此，在一个形式中，本发明提供了一种板墙筋，具有选定的长度，该板墙筋具有多个单元，各段沿着板墙筋的长度延伸。在一个实施例中，板墙筋具有两个单元或多个单元，这些单元可相互相对移动，使得板墙筋的长度可调。在另一个实施例中，板墙筋具有两个单元或多个单元，这些单元可相互相对移动，使得板墙筋沿水平方向可调和因此厚度可变化。优选地，板墙筋由可相互相对滑动的第一和第二单元制成。
虽然本发明的板墙筋可以有要求数目的单元，特别优选地是板墙筋具有两单元或四单元。
在另一个实施例中，本发明的板墙筋是两单元板墙筋，其中一单元适于与另一单元配合形成板墙筋。
本发明也提供了用于形成本发明的板墙筋的板墙筋单元。
本发明的改进的板墙筋可由任意合适的材料制成，包括金属或纤维增强水泥。
在本发明的板墙筋的高度或宽度可调的情形下，可设想一当板墙筋沿垂直方向或水平方向调节成合适的尺寸，板墙筋用固定装置固定。这可以例如由各种方法把板墙筋的一单元与另一单元固定起来来实现。其中一个方法是把板墙筋的一单元与另一单元通过螺钉固定起来。另一种方法是使用膨胀装置。第三种方法是使用棘爪装置。下面结合附图说明这三种方法的实例。
可以明白特别通过把两单元板墙筋的一单元相对另一个单元滑动对板墙筋进行沿垂直方向的调节的能力在建筑中可以有明显的优点。例如，在由板与板墙筋连接制成的典型的墙壁结构中，在一侧一块板可连接到板墙筋的一单元，和在另一侧第二板连接到板墙筋的另一单元。板墙筋的这两个单元可相互相对滑动。因此板可升起或降下以提供接近墙壁内的电缆和其它设施的间隙。
类似地，当板墙筋沿水平方向可调节时，这可以用来产生板间的间隙，借此可得到到板墙筋的通道，例如在板墙筋上挂家具或工作站。
固定装置可包括夹子。另外，可使用远距离固定技术，这方面可参见PCT申请PCT/AU 99/00185。
下在通过附图及实施例详细说明本发明，附图中：
图1和2示出现有技术的板墙筋的两个变型，这种板墙筋是整体结构，它们沿垂直和水平方向可调。图1示出C形板墙筋的透视图，而图2示出狗骨形板墙筋的透视图。
图3示出本发明的改进的板墙筋的一个实施例的透视图，该板墙筋类似狗骨形板墙筋，但是高度可调。
图4示出本发明的板墙筋的第二实施例的透视图，包括两个可沿垂直方向相互相对可调的C形单元。
图5示出图4的板墙筋的透视图，具有连着的板(为清楚起见，略去了板墙筋的两单元特点)，和上轨道用于设在板墙筋和板的上方。
图6示出类似图4的板墙筋的实施例细节的透视图。
图7示出本发明的板墙筋的另一实施例的透视图，其中板墙筋由四个同样形状的单元制成。
图8是图7的板墙筋的横剖面图。
图9-11是示出用于把图7和8的板墙筋的单元固定在一起的方案的顶视图。
图12-21示出本发明两单元板墙筋如何可使用棘爪锁在一起。图12是板墙筋的第一单元的顶视图。图13是板墙筋单元的部分的侧视图。图14示出第一单元上的棘爪元件的细节。图15是套在一起的板墙筋的两单元的顶视图，其中第二单元以虚线示出。图16是当套在一起时两单元的部分的纵剖视图，示出棘爪的细节。图17-20是第二单元的相应的视图。图21是图16同样的视图，和是重复的便于参考。
图22以表的形式示出在上面两个实施例中棘爪连接的板墙筋的优选的间隔。
图23-25示出本发明的另一实施例的透视图(图23)和顶视图(图24)，其中板墙筋是水平方向可调的。
图26至30示出本发明一个实施例的透视图(其中图28是顶视图)，其中一个“X”形板墙筋是由相配合的部分形成。
图31以一个顶视图示出例如图26中的单元如何可由一单块纤维增强水泥板切出；和
图32-36示出本发明的改进的板墙筋的另外几个实施例的透视图。
注意在图3和4中的实施例中，板墙筋10具有第一单元12及第二单元14，该两单元通过例如U形腹板16和17的合适的连接匹配起来，和该两单元可沿垂直方向相互相对滑动，如箭头15所示。
如图5中的板18之类的板和在图5和6中的上轨道20可用合适的固定系统与本发明的板墙筋连接，固定系统包括如PCT申请PCT/AU99/00185中说明的间接固定系统。
如从图7可知，本发明的板墙筋可包括孔22(也可见图5和6)或尖块24，可用来固定板或板墙筋的其它元件。图7和8中板墙筋10具有四单元11、12、13和14，各单元是相同的。各单元的纵向边缘有U形腹板16或17，腹板16和17可与相邻单元的腹板17或16配合。
板墙筋10的单元可用各种方法固定在一起(例如图9-11所示)。例如，图9示出突入型的固定，其中，一钉或螺钉插入穿过两个U形腹板16和17，或腹板16与腹板17粘结起来。
作为一个实施例，和如图10所示，一个膨胀锁紧装置30可用来把腹板16和17锁在一起。一当膨胀锁紧装置30膨胀，由于摩擦，腹板16和17将相互锁住。膨胀锁紧装置30可包括插在槽26中的连续的条带或一系列条带。
图11示出如何可用合适的装置把板18固定到单元12和13，和得到装饰的特点，在该情形，是一个凹下的荫蔽线28。应注意可使用该荫蔽线把家具或装饰物装到板墙筋上，而不损坏板18。钻在荫蔽线28中的孔比钻在板18上的孔更不易看到。
通过图12-21所示的变型中的棘爪装置可把板墙筋的单元锁在一起。如图12和15所示，板墙筋10由两单元32和34制成。单元32示出在图12-16中，单元34在图15中以虚线的外形示出。单元32具有V形腹板36和38，各有一系列孔40。
类似地，如图17-21所示，单元34具有V形腹板42和44，各包括凸块46，适宜以棘爪方式与孔40配合，如图21所示。
图22中，符号X表示凸块46完全接合在孔40中的位置。符号O表示部分接合的位置。图22的左手侧表示间隔在20mm，而右手侧表示间隔在18mm。
如图22所示，当合适地选定棘爪间距，在一米间距中，板墙筋10的单元32和34可在5个位置接合，而在二米的间距中，可在11个位置接合。另外，如所示，在每2毫米间隔可有一个部分锁紧。
可明白，棘爪机构可用在板墙筋设计中的广泛的变化中。
如前面指出的，板墙筋可沿水平方向调节在本发明的范围中。图23-25示出本发明的该变型的一个实施例，板墙筋制成两单元50和52，各为三角形的横截面。当单元52相对单元50调节，例如如图25所示，板墙筋的厚度可增加和在要求把壁板更进一步分开时使用。当然，图23-25中的板墙筋也可沿垂直方向调节。
图26-31的板墙筋特别适合于由纤维增强水泥板(见图31)制造。在板切出部分51和53后，去除不需要的部分54和56，部分51可与单元53匹配(如图27的示)形成一个“X”形板墙筋(如图28所示)。特别当这类板墙筋用来连接纤维增强水泥板时，最终的结构是均匀的。因此，板有与板墙筋同样的膨胀和收缩能力。
图28-30所示的板墙筋也在图34中示出，图35示出另一个变型，其中板墙筋包含在一个箱子中。该箱子、图32和33所示的板墙筋和图36所示的元件可以由合适的材料(如纤维增强水泥)制成的腹板构成。这些腹板单元可用例如纸带绞链或聚硫化物型铰链或夹子绞链铰接在一起。
本专业的技术人员很容易明白上述各种改进的板墙筋代表本专业明显的进步。特别可以清楚与现有系统相比，板墙筋与要连接到板墙筋上的板或元件用同样材料制成可有明显的优点。
本发明的范围不限于上述的实施例。可以在本发明精神范围内作出各种改型。
工业应用
本发明代表建筑工业有关的技术中明显的进步，可以低成本制出板墙筋，可有相对沿水平方向和垂直方向的活动的灵活性。

Claims (10)

1．一种板墙筋，有选定的长度，所述的板墙筋具有多个单元，各沿着板墙筋的整个长度延伸。
2．按照权利要求1的板墙筋，其特征在于所述的板墙筋具有第一和第二单元。
3．按照权利要求2的板墙筋，其特征在于所述的第一单元可沿与板墙筋长度平行的方向相对所述的第二单元移动。
4．按照权利要求2的板墙筋，其特征在于所述的第一单元可沿与板墙筋长度垂直的方向相对所述的第二单元移动。
5．按照权利要求1-4中任一项的要求，其特征在于所述的板墙筋的单元可由在包括螺钉、膨胀锁紧装置和棘爪装置的一组中选出的固定装置固定。
6．按照权利要求1-3中任一项的板墙筋，其特征在于各单元具有U形的腹板，所述的单元可通过把U形的腹板配合而连接起来。
7．按照权利要求6的板墙筋，其特征在于所述的U形腹板可由在包括螺钉、膨胀锁紧装置和棘爪装置的一组中选出的固定装置锁紧在一起。
8．按照权利要求2的板墙筋，其特征在于所述的第一和第二单元从单块材料切出以便形成可相互配合形成板墙筋的多个指状物。
9．按照图3-36中任一图所述的板墙筋。
10．一种板墙筋的单元，适于形成按照权利要求1-9中任一项的板墙筋。
CN99807436A 1998-06-17 1999-06-17 改进的板墙筋 Pending CN1305556A (zh)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444205A (zh) * 2010-10-09 2012-05-09 北京诚栋国际营地集成房屋有限公司 立柱与角立柱的轻钢结构
CN101065548B (zh) * 2004-09-09 2013-03-20 丹尼斯·艾德孟胜 配有辅助凸缘的金属开槽芯撑
CN112411873A (zh) * 2020-11-27 2021-02-26 湖南鸿阳钢结构有限公司 一种扩展型h型钢梁
CN112681608A (zh) * 2020-12-22 2021-04-20 赵组永 一种冷弯薄壁空心工字钢

Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20050155322A1 (en) * 1998-04-09 2005-07-21 Robert Kroie Building elements
AUPQ052199A0 (en) * 1999-05-21 1999-06-17 Wiltin Pty Ltd Joining arrangements for structural members
US7418807B1 (en) * 2004-05-28 2008-09-02 Epic Metals Corporation Decking
US20060283130A1 (en) * 2005-06-07 2006-12-21 William Andrews Structural members with gripping features and joining arrangements therefor
FR2891288B1 (fr) * 2005-09-23 2009-03-20 Profiles Sud Pyrenees Soc Par Montant telescopique pour la realisation de parois murales et procede de montage
US20090293405A1 (en) * 2005-11-05 2009-12-03 Andrews William J Method of production of joining profiles for structural members
US7594331B2 (en) * 2005-11-05 2009-09-29 Wiltin Pty. Ltd. Method of production of joining profiles for structural members
US20070125039A1 (en) * 2005-12-07 2007-06-07 Surowiecki Matt F Sheet metal intersection studs
WO2007087829A1 (de) * 2006-02-02 2007-08-09 Proverum Ag Vorrichtung zum abtrennen von raumbereichen eines raumes
US20070209306A1 (en) * 2006-03-08 2007-09-13 Trakloc International, Llc Fire rated wall structure
US20090107061A1 (en) * 2007-10-30 2009-04-30 William Guthrie Reinforcement of sliding glass doors and windows
US8061099B2 (en) * 2009-05-19 2011-11-22 Tsf Systems, Llc Vertical deflection extension end member
US20120144774A1 (en) * 2010-12-09 2012-06-14 Andrews William J Fire rated wall structure
USD811626S1 (en) * 2013-10-25 2018-02-27 Swf Industrial, Inc. Expanding wall channel
USD736414S1 (en) * 2014-05-19 2015-08-11 SWF Industrial, LLC Expanding wall channel
USD751732S1 (en) * 2014-05-19 2016-03-15 SWF Industrial, LLC Expanding wall channel
USD736415S1 (en) * 2014-05-19 2015-08-11 SWF Industrial, LLC Expanding wall channel
USD736413S1 (en) * 2014-05-19 2015-08-11 SWF Industrial, LLC Expanding wall channel
USD767166S1 (en) * 2014-05-19 2016-09-20 SWF Industrial, LLC Expanding wall channel
US9790686B1 (en) * 2016-08-10 2017-10-17 United States Gypsum Company Triangular stud shaft wall system
WO2019091540A1 (en) * 2017-11-13 2019-05-16 Knauf Gips Kg Profile and construction element set for arranging a component for a drywall construction, and drywall formed therewith

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2508032A (en) * 1945-12-22 1950-05-16 Benjamin H Kennedy Structural metal member
US3213573A (en) * 1962-07-12 1965-10-26 Thiokol Chemical Corp Extensible and retractable member
US3319987A (en) * 1965-10-19 1967-05-16 Thiokol Chemical Corp Extensible boom
FR2151641A6 (zh) * 1971-09-07 1973-04-20 Goutheraud Et Cie
FR2470920A1 (fr) * 1979-12-06 1981-06-12 Barto Bernard Profile polyvalent permettant la realisation et l'assemblage d'elements de constructions metalliques tels que poteaux, arbaletriers et chenaux
CA1192015A (en) * 1981-08-12 1985-08-20 Andrew S. Zakrzewski Load bearing thermal steel stud
SE430916B (sv) * 1982-06-04 1983-12-19 Kaj Konsult Hb Profil innefattande tva med varandra fast forbundna sektioner
GB8911167D0 (en) * 1989-05-16 1989-07-05 Hilltop Sections Limited Metal partition studding
DE4419993A1 (de) * 1994-06-08 1995-12-14 Walter E Dipl Ing Spaeth Membranhalle und dazugehörende Profile

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101065548B (zh) * 2004-09-09 2013-03-20 丹尼斯·艾德孟胜 配有辅助凸缘的金属开槽芯撑
CN102444205A (zh) * 2010-10-09 2012-05-09 北京诚栋国际营地集成房屋有限公司 立柱与角立柱的轻钢结构
CN112411873A (zh) * 2020-11-27 2021-02-26 湖南鸿阳钢结构有限公司 一种扩展型h型钢梁
CN112681608A (zh) * 2020-12-22 2021-04-20 赵组永 一种冷弯薄壁空心工字钢
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WO1999066150A9 (en) 2000-03-30
EP1092069A1 (en) 2001-04-18
ZA200100164B (en) 2001-10-02
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WO1999066150A1 (en) 1999-12-23
US20010017016A1 (en) 2001-08-30

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