公开(公告)号：MX9706463A

公开(公告)日：1997-11-29

申请号：MX9706463

申请日：1996-02-27

Applicant: MARIO STODULKA ANDREA

Inventor： MARIO STODULKA ANDREA

IPC: E04B5/28 ,  E04B2/86 ,  E04B5/26 ,  E04B5/32 ,  E04B5/36 ,  E04B5/40 ,  E04G11/42 ,  E04G11/46 ,  E04G11/48 ,  E04B05/36

Abstract: Se describe un método para construir un piso suspendido, en que una pluralidad de conjuntos de armazon (10), que forman vigas, se colocan en un alineamiento substancialmente paralelo, estos conjuntos de armazon, que forman vigas, están soportados en conjuntos de soporte (26) sobre una base de soporte (60) en equilibrio estable, una pluralidad de conjuntos de armazon (54) que forman pisos, se colocan entre los conjuntos de armazon, que forman vigas, para su soporte ahí, se vacía concreto (56) dentro de los conjuntos de armazon, el concreto se deja fraguar y los conjuntos de armazon se remueven desde el concreto fraguado para su reutilizacion.

公开(公告)号：EP0169805A3

公开(公告)日：1988-05-11

申请号：EP85810304

申请日：1985-07-03

Applicant: Maurer, Alfred

Inventor： Maurer, Alfred

IPC: E04B05/36 ,  E04B05/43

CPC classification number: E04C3/34 ,  E04B5/43

Abstract: Die rasterartig angeordneten Säulen (1) sind mit einem Stahlmantel (14) versehen und in ihrem Hohlraum mit Beton (13) gefüllt. Direkt übereinanderliegende Säulen sind durch eine Verbindungsmuffe (3) verbunden, die unten auf einem Auflagering (2) der Säule (1) aufliegt. Horizontalträger (5) werden von den Säulen (1) und der Verbindungsmuffe (3) durchdrungen. Die Horizontalträger (5) enthalten Winkelei sen (4), auf deren Horizontalschultern (4a) Decken- Profilbleche (10) mit Nuten aufliegen. An den Enden der Horizontalträger sind Z-förmige Profilschienen (9) starr befe stigt, die als Auflager für quer zu den ersten verlaufende zweite Decken-Profilbleche (11) dienen. Die Decken- Profilbleche (10, 11) werden durch eine Ortsbetonschicht überdeckt.
Eine solche Trägerdecke hat eine im Vergleich zu ihrem Gewicht relativ hohe Tragfähigkeit und zudem bilden die Decken-Profilbleche (10, 11) eine verlorene Schalung.

公开(公告)号：EP0031167A3

公开(公告)日：1981-09-09

申请号：EP80108150

申请日：1980-12-22

Applicant: Takimori, Kiyokazu

Inventor： Takimori, Kiyokazu

IPC: E04B05/40 ,  E04B05/36

CPC classification number: E04B5/36 ,  E04B5/10 ,  E04B5/40

Abstract: A number of module molds (1,9) comprising a web (2,2'), a plurality of reinforcing ribs (5,5'), an insert piece (7) at one end of the web, a deposit margin (6) at the other end of the web, and abutments (8,8') at both side ends of the web, are arranged in line and in file along beams (11) and concrete is placed over the arranged molds.

Abstract translation: 多个模块模具（1,9）包括网（2,2分钟），多个加强肋（5,5分钟），在网的一端的插入件（7），沉积边 ），并且在梁的两个侧端处的基台（8,8分钟）沿着梁（11）成直线地放置并且被混合物放置在布置的模具上。

公开(公告)号：EP0039931A3

公开(公告)日：1981-12-30

申请号：EP81103541

申请日：1981-05-08

Applicant: Kaiser-Omnia Bausysteme GmbH & Co

IPC: E04B05/36 ,  E04B01/41

CPC classification number: E04B5/36 ,  E04B1/41

公开(公告)号：WO1984000044A1

公开(公告)日：1984-01-05

申请号：PCT/SE1983000244

申请日：1983-06-14

Applicant: TREMIX AB ,  ALVARSSON, Yngve

Inventor： TREMIX AB

IPC: E04B05/36

CPC classification number: B28B7/246 ,  B28B7/0035 ,  B28B7/0064 ,  E04B5/43 ,  E04B2005/322 ,  E04B2005/324 ,  E04G15/061 ,  E04G21/10

Abstract: An arrangement for use when casting concrete floors, particularly in locales having pillars, floor drains or the like. The arrangement includes straight concrete beams (1) and sections of ring-like concrete beams (8), which are intended to be incorporated in the resultant floor. The ring sections are arranged to co-act in order to completely encircle a free-standing pillar or the like, or to partially encircle a pillar located adjacent a wall. The sections are provided with a lower support flange (10) intended to support the ends of the straight beams. The height of the straight beams (1) is so selected in relation to the height of the ring-like beams (8) that when the straight beams rest on the aforementioned support flange, the upper surfaces of both kinds of beams are located in a common plane, on a level with the resultant floor surface, in order to be able to serve as support paths for concrete smoothing devices. The application also relates to a method for manufacturing beams intended for use with the arrangement.

Abstract translation: 在浇注混凝土地板时，特别是在具有柱子，地板排水管等的场所中使用的布置。 该装置包括直混凝土梁（1）和环形混凝土梁（8）的部分，这些混凝土梁（8）旨在装在所得的地板上。 环形部分被布置成共同作用以完全环绕独立的支柱等，或部分地围绕邻近墙壁的柱。 这些部分设置有用于支撑直梁的端部的下支撑凸缘（10）。 直梁（1）的高度相对于环状梁（8）的高度如此选择，当直梁位于上述支撑凸缘上时，两种梁的上表面位于 公共平面，在与所得到的地板表面的水平面上，以便能够用作混凝土平滑装置的支撑路径。 本申请还涉及一种用于制造旨在与该装置一起使用的光束的方法。

公开(公告)号：WO1994016167A1

公开(公告)日：1994-07-21

申请号：PCT/AT1994000002

申请日：1994-01-10

Applicant: AVI ALPENLÄNDISCHE VEREDELUNGS-INDUSTRIE GESELLSCHAFT MBH ,  RITTER, Gerhard ,  RITTER, Klaus ,  MATZ, Klaus

Inventor： AVI ALPENLÄNDISCHE VEREDELUNGS-INDUSTRIE GESELLSCHAFT MBH

IPC: E04B05/36

CPC classification number: E04B5/36 ,  E04B5/38

Abstract: A ceiling structure with a reinforced cast concrete ceiling slab (1), a plurality of cast concrete stiffening ribs (2) reinforced by lattice beams (7) and filling components (3) fitted between the stiffening ribs, each of which has a self-supporting three-dimensional lattice body having an upper (13) and a lower lattice (14), web wires (19) binding the lattices (13, 14) together at predetermined intervals and a displacement body (20) irremovably secured by the web wires (19) between the lattices, in which the displacement body (20) of the filling component lies flush against a cast-on base strip (12) in a lattice beam (7) having such a strip or, in a lattice beam cast in situ, its underside lies flush against the side-members of a shuttering plate.

公开(公告)号：WO1989002959A1

公开(公告)日：1989-04-06

申请号：PCT/NO1988000070

申请日：1988-09-23

Applicant: A/S SELVAAGBYGG ,  THORSNES, Ola, Oystein

Inventor： A/S SELVAAGBYGG

IPC: E04B05/36

CPC classification number: E04B5/36

Abstract: A building structure comprises two parallel plates (2, 3) attached to means (4) therebetween forming channels (5, 6). Some of these channels are filled with concrete so that concrete ribs (10, 11) are formed, which preferably are provided with reinforcement (12). This building structure will in many cases be provided with a cover (9) of concrete. In order to form a connection between the cover and the concrete ribs (10, 11), holes (13) are made in one of the plates (3) in order for a monolithic connection to be formed between the ribs and the concrete. A shear force reinforcement (15) may be placed into the ribs (10) through the holes (13). The plates (2, 3) with the channel forming means (4) constitute a prefabricated element (1) which is brought to the building site without holes (13) in said one plate. However, the plate is provided with hole markings (8), but the holes are only made at the building site when it has been determined which of the channels (5) are to be filled with concrete in the particular use at hand. Since the plate (3) in this manner is not provided with more holes than necessary, the plate (3) retains sufficient strength in order for the element (1) to have sufficient rigidity and strength to withstand traffic loads and the weight of the concrete before it has hardened.

Abstract translation: 建筑结构包括两个平行的板（2,3），它们连接到其间的装置（4），形成通道（5,6）。 这些通道中的一些填充有混凝土，使得形成混凝土肋（10,11），其优选地设置有加强件（12）。 在许多情况下，该建筑结构将设有一个混凝土罩（9）。 为了在盖和混凝土肋（10,11）之间形成连接，在其中一个板（3）中形成孔（13），以便在肋和混凝土之间形成整体连接。 剪力增强件（15）可以通过孔（13）放置到肋（10）中。 具有通道形成装置（4）的板（2,3）构成预制件（1），其在所述一个板中没有孔（13）而被带到建筑工地。 然而，板上设置有孔标记（8），但是当确定在手中特定使用的哪些通道（5）将被填充混凝土时，孔仅在建筑工地制造。 由于板（3）以这种方式没有设置比需要更多的孔，所以板（3）保持足够的强度，以使元件（1）具有足够的刚度和强度以承受交通负载和混凝土的重量 在它硬化之前。

公开(公告)号：WO1981002600A1

公开(公告)日：1981-09-17

申请号：PCT/SE1981000051

申请日：1981-02-24

Applicant: VM PRODUKTER SKOEVDE AB ,  MARIESTADS BYGGPRODUKTER HB ,  LJUNGKVIST S ,  JOHANSSON L

Inventor： VM PRODUKTER SKOEVDE AB ,  MARIESTADS BYGGPRODUKTER HB

IPC: E04B05/36

CPC classification number: E04G21/10 ,  E04F21/242

Abstract: Arrangement for casting concrete floors against a hardened base with the aid of surface vibrators for levelling and vibrating the concrete. The arrangement consists of screed guides for these surface vibrators. The screed guides are designed in such a way that their cross-section is I-shaped. The upper horizontal surface serves as a slide face for surface vibrators (1). The lower horizontal surface series as a support against the base material (2). The beam web is provided with holes for dowels or other connecting devices (4). The beam web is also provided with brackets which can carry the reinforcement material for the concrete (3). The invention also includes reinforcing the above-mentioned beams by means of welded mesh reinforcement of metal and/or glass fibres. The latter can, but need not necessarily be, of alkali-resistent glass. The invention also embraces a method for using the above mentioned arrangement. This method entails using the beams as permanent formwork, i.e. the beam is not removed after the concrete has hardened.

Abstract translation: 借助于表面振动器将混凝土地板浇注在硬化基座上的布置，以使混凝土平整和振动。 该装置由这些表面振动器的熨平板导轨组成。 熨平板导轨的设计方式是横截面为I形。 上部水平表面用作表面振动器（1）的滑动面。 下部水平表面系列作为支撑件抵靠基材（2）。 梁腹板设置有用于榫钉或其它连接装置（4）的孔。 梁腹板还设置有可承载混凝土（3）的增强材料的托架。 本发明还包括通过金属和/或玻璃纤维的焊接网加固来加强上述梁。 后者可以但不一定是耐碱玻璃。 本发明还包括使用上述布置的方法。 这种方法需要将梁用作永久模板，即在混凝土硬化之后梁不被移除。

公开(公告)号：WO1997009493A1

公开(公告)日：1997-03-13

申请号：PCT/SE1996001108

申请日：1996-09-06

Applicant: LEGALETT INTERNATIONAL AB ,  THORSTENSSON, Sven-Hugo

Inventor： LEGALETT INTERNATIONAL AB

IPC: E04B05/36

CPC classification number: E04B5/00 ,  E04B5/36 ,  E04B9/22

Abstract: The invention relates to a method in concreting a floor structure slab (10) wherein the lower side of the floor structure slab is concreted against a heat and sound insulating rigid panel (11) provided as a formwork element, which is allowed to remain at the lower side of the floor structure slab after setting of the concrete. The invention also relates to an intermediate floor structure having a floor structure slab (10) of concrete with underfloor heating elements (13) embedded therein, a heat and sound insulation panel (11) being provided at the lower side of the slab.

Abstract translation: 本发明涉及一种混凝土地板结构板坯（10）的方法，其中地板结构板坯的下侧与设置为模板元件的隔热刚性板（11）混凝土，允许其保持在 混凝土固定后地板结构板的下侧。 本发明还涉及一种中间地板结构，其中具有地板结构的混凝土板（10），其中嵌有地板下加热元件（13），隔热板（11）设置在板坯的下侧。

公开(公告)号：WO1996027058A1

公开(公告)日：1996-09-06

申请号：PCT/AU1996000105

申请日：1996-02-27

Applicant: STODULKA, Andrea, Mario

IPC: E04B05/36

CPC classification number: E04B5/263 ,  E04B5/261 ,  E04B5/32 ,  E04B5/40 ,  E04G11/42 ,  E04G11/46

Abstract: A method of constructing a suspended floor is described in which a plurality of beam-forming formwork assemblies (10) are located in substantially parallel alignment, the beam-forming formwork assemblies are supported in support assemblies (26) on a support base (60) in stable equilibrium, a plurality of floor-forming formwork assemblies (54) are located between the beam-forming formwork assemblies for support thereon, concrete (56) is poured in said formwork assemblies, the concrete is allowed to set, and the formwork assemblies are removed from the set concrete for re-use.

Abstract translation: 描述了一种构造悬挂地板的方法，其中多个梁形成模板组件（10）基本上平行对准地定位，梁形成模板组件被支撑在支撑基座（60）上的支撑组件（26）中， 在稳定的平衡状态下，多个地板成形模板组件（54）位于梁形成模板组件之间，用于支撑在其上，将混凝土（56）倒入所述模板组件中，混凝土被固定，模板组件 从设定的混凝土中取出以便重新使用。