BRMU8701789Y1 - constructive arrangement introduced into ribbed slab formwork - Google Patents
constructive arrangement introduced into ribbed slab formwork Download PDFInfo
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- BRMU8701789Y1 BRMU8701789Y1 BRMU8701789U BRMU8701789U BRMU8701789Y1 BR MU8701789 Y1 BRMU8701789 Y1 BR MU8701789Y1 BR MU8701789 U BRMU8701789 U BR MU8701789U BR MU8701789 U BRMU8701789 U BR MU8701789U BR MU8701789 Y1 BRMU8701789 Y1 BR MU8701789Y1
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- BR
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- Prior art keywords
- slab
- formwork
- assembly
- ribbed
- base
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title abstract description 20
- 125000006850 spacer group Chemical group 0.000 claims description 4
- 239000000463 material Substances 0.000 abstract description 13
- 239000004794 expanded polystyrene Substances 0.000 abstract description 7
- 230000014759 maintenance of location Effects 0.000 abstract description 2
- 239000002994 raw material Substances 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 8
- 239000000945 filler Substances 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 239000000919 ceramic Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 206010003497 Asphyxia Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920002457 flexible plastic Polymers 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000007170 pathology Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/28—Cross-ribbed floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/24—Elements for building-up floors, ceilings, roofs, arches, or beams
- E04C1/34—Elements for building-up floors, ceilings, roofs, arches, or beams designed for use as filling elements
- E04C1/38—Elements for building-up floors, ceilings, roofs, arches, or beams designed for use as filling elements in ribbed or cross-ribbed floors, ceilings, or roofs consisting of reinforced concrete
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
disposição construtiva introduzida em fôrmas de lajes nervupadas. o presente modelo de utilidade utiliza um elemento estrutural, confeccionado em poliestireno expandido ou qualquer outro material com características equivalentes, adequado a esta finalidade, destinado à utilização em fârmas perdidas para a execução de lajes nervuradas moldadas "in loco", o qual será capaz de propiciar a retenção do posicionamento das fârmas, garantindo a estabilidade do conjunto, e proporcionando maior segurança para a execução da laje propriamente dita, além de reduzir o consumo de matéria-prima e de mão de obra.constructive arrangement introduced into ribbed slab formwork. The present utility model utilizes a structural element made of expanded polystyrene or any other material with equivalent characteristics suitable for this purpose for use in lost formwork for the execution of "on-site" molded ribbed slabs which will be capable of provide retention of the positioning of the formwork, ensuring the stability of the assembly, and providing greater security for the execution of the slab itself, as well as reducing the consumption of raw materials and labor.
Description
DISPOSIÇÃO CONSTRUTIVA INTRODUZIDA EM FÔRMAS DE LAJESCONSTRUCTIVE PROVISION INTRODUCED IN SLAB FORMS
NERVURADAS 0 presente modelo de utilidade refere-se a uma disposição construtiva introduzida em fôrmas de lajes nervuradas, que utiliza um elemento estrutural, confeccionado em poliestireno expandido ou qualquer outro material com características equivalentes, adequado a esta finalidade, destinado à utilização em fôrmas perdidas para a execução de lajes nervuradas moldadas "in loco", o qual será capaz de propiciar a retenção do posicionamento das fôrmas, garantindo a estabilidade do conjunto, e proporcionando maior segurança para a execução da laje propriamente dita, além de reduzir o consumo de matéria prima e de mão de obra.The present utility model relates to a constructive arrangement introduced into ribbed slab formwork using a structural element made of expanded polystyrene or any other material with suitable characteristics intended for use in formwork lost to the execution of molded ribbed slabs "in loco", which will be able to provide the retention of the positioning of the formwork, ensuring the stability of the assembly, and providing greater security for the execution of the slab itself, as well as reducing the consumption of raw material. and of labor.
ANTECEDENTES DO MODELO 0 emprego de lajes nervuradas em construção civil é bastante conhecido do estado da técnica, onde a conformação das nervuras é obtida pela utilização de elementos inertes, como, por exemplo, fôrmas de madeiras compostas por escoramentos de mesmo material ou metálico, sobre as quais são montadas peças de enchimento (fôrmas para lajes nervuradas) para que a laje adquira a geometria desejada, sendo que ditas fôrmas de enchimento, conhecidas popularmente de caixão perdido, são confeccionadas de diversos materiais tais como: cerâmico, madeira, blocos de concretos celulares EPS (Poliestireno Expandido). A armação das ferragens das lajes é feita manualmente através da montagem de malhas de aço, sendo que após essa etapa é feita a passagem de tubulações de elétricas e hidráulicas, e posteriorraente é lançado o concreto. A cura do concreto ocorre em 28 dias, quando então é feito o descimbramento da laje. 0 documento de Patente MU 8500775-7 ilustra um exemplo de fôrmas de lajes moldadas, onde é descrito o uso de um conjunto de lajotas de material plástico leve, preferencialmente poliestireno expandido, que irão compor as lajes com as vigas de concreto armado, formando ura elemento base e um elemento de tampa, possuindo encaixes do tipo macho e fêmea em uma de suas laterais e tendo ainda entalhes na lateral oposta, para encaixe de vigotas de concreto armado, permitindo também que as tubulações (hidráulicas e elétricas) passem pelas lajotas com total facilidade, já que são construídas em material plástico que possibilita o corte.BACKGROUND OF THE MODEL The use of ribbed slabs in civil construction is well known in the state of the art, where the conformation of the ribs is obtained by the use of inert elements, such as wood formwork composed of shoring of the same material or metal, on which pieces are assembled (ribbed slab formwork) so that the slab acquires the desired geometry, and said filler forms, popularly known as lost casket, are made of various materials such as: ceramic, wood, concrete blocks EPS (Expanded Polystyrene) phones. The reinforcement of the slab hardware is done manually by assembling steel mesh, and after this step is made the passage of electrical and hydraulic pipes, and later the concrete is released. Concrete curing takes place within 28 days, when the slab is uncovered. MU 8500775-7 illustrates an example of molded slab formwork, wherein the use of a set of lightweight plastic, preferably expanded polystyrene slabs, which will form the slabs with reinforced concrete beams, is described. base element and a lid element, having male and female fittings on one side and also having notches on the opposite side, for fitting reinforced concrete joists, also allowing the pipes (hydraulic and electrical) to pass through the tiles with total ease, since they are made of plastic material that allows cutting.
Nestes procedimentos, independente do material empregado, surgem diversos problemas, dentre os quais destaca-se a manutenção do posicionamento das peças de enchimento nas posições desejadas durante a concretagem, podendo ocorrer deslocamentos das referidas peças, provocando uma configuração errada da geometria traçada pelo engenheiro do calculo estrutural, como estrangulamento das nervuras de concreto armado das lajes. Este problema pode ocasionar comprometimento da resistência da estrutura, dentre outras patologias. A fixação das peças sobre a fôrma de madeira é feita, na prática, manualmente, amarrando com arames, através de pregos, utilização de espaçadores plásticos, sistemas de colagens, entre outros processos, que são demorados e despende custos adicionais com materiais, sem garantias que não ocorrerá o deslocamento das peças. Outra deficiência que se verifica na utilização dos materiais empregados para este fim, como os cerâmicos, blocos celulares e madeira, é a dificuldade na execução da passagem das tubulações elétricas e hidráulicas, que são feitas aumentando a mesa de concreto da laje, onerando o custo da obra; quando isso não é feito, a mesa de concreto da laje nervurada tem sua secção reduzida devido às passagens das ditas tubulações o que compromete a resistência da laje, provocando deformações excessivas ou até seu rompimento. Ademais, estes elementos de uma forma geral possuem alto peso próprio que dificulta o transporte nas obras vertícalízadas, edifícios altos, demandando tempo e mâo de obra no deslocamento destes elementos para os pavimentos superiores. É, portanto, uma necessidade do estado da técnica proporcionar uma montagem de laje nervurada que seja segura e de fácil execução, que permita a instalação de tubulações e dutos sem a necessidade da quebra dos elementos que compõem as lajes, que causem dano estrutural ou estético à construção, que mantenham as posições das peças sem alterar a geometria da laje, e que possua características estruturais desejáveis, ou seja, resistência mecânica a esforços e cargas, de maneira a proporcionar um efeito funcional melhorado.In these procedures, regardless of the material used, several problems arise, among which the maintenance of the positioning of the filling parts in the desired positions during concreting is highlighted, and displacements of said parts may occur, causing a wrong configuration of the geometry drawn by the engineer. structural calculation, such as strangulation of the reinforced concrete ribs of the slabs. This problem may cause compromise of structure strength, among other pathologies. The fixation of the pieces on the wood formwork is practically done manually by tying with wires, through nails, using plastic spacers, gluing systems, among other processes, which are time consuming and incur additional material costs, without guarantees. that no displacement of parts will occur. Another deficiency in the use of materials used for this purpose, such as ceramics, cell blocks and wood, is the difficulty in performing the passage of electrical and hydraulic pipes, which are made by increasing the concrete slab table, burdening the cost. of the work; when this is not done, the ribbed slab concrete table has its section reduced due to the passage of said pipes which compromises the resistance of the slab, causing excessive deformation or even its rupture. Moreover, these elements in general have a high weight of their own that makes it difficult to transport in vertical works, tall buildings, requiring time and labor to move these elements to the upper floors. It is therefore a necessity of the state of the art to provide a secure and easy-to-perform ribbed slab assembly that allows the installation of pipes and ducts without the need for breakage of the slab components causing structural or aesthetic damage. which maintain the positions of parts without altering the slab geometry, and which have desirable structural characteristics, ie mechanical resistance to stress and load, in order to provide an improved functional effect.
OBJETIVO DO MODELO 0 presente modelo de utilidade tem como objetivo garantir a montagem das lajes nervuradas com peças de enchimento (Caixão Perdido), impedindo que as peças de enchimentos não se desloquem durante a concretagem, com vistas a obter a da geometria das lajes nervuradas previamente dimensionadas, mantendo a resistência da laje. Com esta possibilidade o construtor reduz riscos estruturais em sua obra.PURPOSE OF THE MODEL The purpose of this utility model is to ensure the assembly of the ribbed slabs with filler pieces (Lost Casket), preventing the filler pieces from moving during concreting in order to obtain the geometry of the previously ribbed slabs. dimensioned, maintaining the strength of the slab. With this possibility the builder reduces structural risks in his work.
DESCRIÇÃO DAS FIGURASDESCRIPTION OF THE FIGURES
Figura 1 - Vista em perspectiva superior da base da fôrma;Figure 1 - Top perspective view of the base of the formwork;
Figura 2 - Vista em perspectiva inferior da base da fôrma;Figure 2 - Bottom perspective view of the base of the formwork;
Figura 3 - Vista superior da base da fôrma;Figure 3 - Top view of the base of the formwork;
Figura 4 - Vista em corte transversal da base da fôrma;Figure 4 - Cross-sectional view of the base of the formwork;
Figura 5 - Vista em perspectiva superior da tampa da fôrma;Figure 5 - Top perspective view of the formwork lid;
Figura 6 - Vista em perspectiva inferior da tampa da fôrma;Figure 6 - Bottom perspective view of the formwork lid;
Figura 7 - Vista superior da tampa da fôrma;Figure 7 - Top view of the lid of the mold;
Figura 8 - Vista inferior da tampa da fôrma;Figure 8 - Bottom view of the formwork lid;
Figura 9 - Vista em perspectiva superior exemplificando uma montagem do conjunto de quatro bases e uma tampa da fôrma;Figure 9 - Top perspective view exemplifying an assembly of the four base assembly and a form lid;
Figura 10 - Vista em perspectiva superior exemplificando uma montagem do conjunto de quatro bases e uma tampa e duas meias tampas.Figure 10 - Top perspective view exemplifying an assembly of the four base assembly and one lid and two half covers.
DESCRIÇÃO DETALHADA DO MODELODETAILED DESCRIPTION OF THE MODEL
Em conformidade com o quanto ilustram as figuras em anexo, a presente DISPOSIÇÃO CONSTRUTIVA INTRODUZIDA EM FÔRMAS DE LAJES NERVURADAS se constitui basicamente de um elemento estrutural, confeccionado em poliestireno expandido, ou qualquer outro material com características equivalentes, e se compõe de base (1) e tampa (2), possuindo, preferencialmente, formato quadrangular, sendo que a parte superior da dita base (1) é subdividida em quatro quadrantes (3), onde são previstas nervuras (4) e alvéolos (5), interligadas por espaçadores (6), que mantém os espaçamentos dos conjuntos, formando vãos (7) ortogonais, para passagem das ferragens, tendo ainda, na parte inferior na dita base, aberturas (8) ortogonais, alem de abertura central (9), enquanto que na parte inferior da dita tampa são previstas saliências (10), para encaixe nos alvéolos da base, garantindo o posicionamento entre bases contíguas, sendo previstos ainda alvéolos (11), nos quais a massa de material é reduzida, sendo que, na parte superior da dita tampa, são previstas ainda marcações (12), que indicam os pontos de corte para obter ½ peça, H de peça e H de peça, para ser feito fechamentos em laterais e cantos de lajes; os ditos alvéolos estão distribuídos de forma a manterem suas funções mesmo quando a peça é fracionada. A tampa também permite alterar a sua altura de acordo com as necessidades das lajes a serem dimensionadas pelos engenheiros calculistas, sendo que a variação da altura de laje é determinada pelo cálculo estrutural baseado nos vão de lajes e seus carregamentos.In accordance with the illustration to the attached figures, this CONSTRUCTIVE ARRANGEMENT INTRODUCED IN NURVED SLAB FORM consists basically of a structural element made of expanded polystyrene or any other material having equivalent characteristics and is made of a base (1) and lid (2), preferably having a quadrangular shape, the upper part of said base (1) being subdivided into four quadrants (3), where ribs (4) and wells (5) are provided, interconnected by spacers ( 6), which maintains the spacing of the assemblies, forming orthogonal spans (7) for the passage of the hardware, having also, in the lower part in said base, orthogonal openings (8), besides the central opening (9), while in the lower part protrusions (10) are provided at the bottom of said lid for engagement with the base wells, ensuring positioning between contiguous bases, and there are also provided wells (11) in which the mass of material is reduced. The upper part of said lid also includes markings (12), which indicate the cut-off points to obtain ½ piece, H piece and H piece, to make side and corner slab closures; said alveoli are distributed in such a way as to maintain their functions even when the part is fractionated. The lid also allows to change its height according to the needs of the slabs to be dimensioned by the calculating engineers, and the variation of the slab height is determined by the structural calculation based on the slab gaps and their loads.
Na prática, a montagem das peças que constituem o presente modelo de utilidade compreende os seguintes passos: • Após a montagem dos escoramentos de madeira ou metálico e o lançamento do tablado de madeira (chapa compensada, conhecida popularmente por madeirit), faz-se a marcação dos centros das nervuras, escolhendo-se o ponto de partida da montagem, pelos cantos ou pelo centro da laje; em seguida posiciona-se as bases pelas marcações, após efetua-se o fechamento das bases com as tampas. Os cantos devem ser fixados, para evitar que o conjunto da laje saia das marcações. • Após a montagem das peças, efetuam-se as instalações das tubulações elétricas e hidráulicas. Retira-se temporariamente a tampa através da qual passarão as tubulações, recorta-se as nervuras da base, formando o caminho para as tubulações; posiciona-se as tubulações, em seguida fecha-se a tampa. • Executa-se o lançamento das ferragens, conforme projeto estrutural, e em seguida, efetua-se o lançamento do concreto.In practice, the assembly of the parts that make up this utility model comprises the following steps: • After the assembly of the wooden or metallic props and the launching of the wooden platform (plywood, popularly known as madeirit), the marking the center of the ribs, choosing the starting point of the assembly, the corners or the center of the slab; Then the bases are positioned by the markings, after closing the bases with the covers. The corners should be fixed to prevent the slab assembly from leaving the markings. • After assembling the parts, the electrical and hydraulic piping are installed. Temporarily remove the cap through which the pipes will pass, cut the ribs from the base, forming the path to the pipes; Place the pipes, then close the lid. • The hardware is released according to the structural design, and then the concrete is released.
VANTAGENS DO MODELO A DISPOSIÇÃO CONSTRUTIVA INTRODUZIDA EM FÔRMAS DE LAJES NERVURADAS, ora proposta, apresenta inúmeras vantagens, dentre as quais, podemos destacar: • A garantia de que as fôrmas não se desloquem durante a concretagem, proporcionando maior segurança à laje. A seguir destacamos outras vantagens. • Facilidade na montagem das peças sobre a fôrma de madeira. • As peças possuem espaçadores que reduzem duas etapas de montagem comparadas aos processos tradicionais de lajes nervuradas com enchimentos. • As peças compostas de Poliestireno Expandido são leves, de fácil movimentação horizontal e vertical e não acrescentam cargas desnecessárias (peso próprio da peça) no cálculo estrutural da laje, gerando menor peso da estrutura, permitindo assim que a laje seja dimensionada de foma mais economia. • Os conceitos podem ser estendidos para outros tipos de materiais, como plásticos rígidos e semiflexíveis, cerâmicas, papéis impermeáveis entre outros que possuem características de resistência suficiente para aceitar o concreto. • A redução das etapas de montagem e transporte de materiais, diminui o tempo de montagem da laje, com economia de mão de obra. • Este conceito permite concepções de lajes nervuradas armadas em uma única direção (lajes unidirecionais), como lajes armadas em duas direções (lajes bidirecionais). • Facilidade em efetuar as passagens das tubulações elétricas e hidráulicas, sem quebra ou perda de materiais. • A etapa de concretagem pode ser feita manualmente através de carrinho ou por meio de bombas de lançamento de concreto.ADVANTAGES OF THE CONSTRUCTIVE ARRANGEMENT MODEL INTRODUCED IN NERVURATED SLAB FORMS, now proposed, has several advantages, among which we can highlight: • The guarantee that the formwork does not move during concreting, providing greater security to the slab. Below we highlight other advantages. • Easy assembly of the pieces on the wooden formwork. • Parts have spacers that reduce two assembly steps compared to traditional filler ribbed slab processes. • Expanded Polystyrene composite parts are lightweight, easy to move horizontally and vertically and do not add unnecessary loads (own part weight) to the structural calculation of the slab, generating less structure weight, thus allowing the slab to be sized more economically. . • Concepts can be extended to other types of materials such as rigid and semi-flexible plastics, ceramics, waterproof papers and others that have sufficient strength characteristics to accept the concrete. • Reducing assembly and material transportation steps reduces slab assembly time, saving labor. • This concept allows designs of one-way ribbed slabs (one-way slabs), such as two-way slabs (two-way slabs). • Easy to pass the electrical and hydraulic lines without breaking or losing materials. • The concreting step can be done manually by trolley or by concrete pouring pumps.
Apesar de ter sido descrita em termos de um exemplo ilustrativo, outras modificações e/ou alterações poderão se tornar evidentes a partir do escopo presentemente revelado e se tornarão aparentes para um técnico no assunto, entretanto, tais modificações e/ou alterações estão incluídas no escopo do presente modelo de utilidade.Although described in terms of an illustrative example, other modifications and / or changes may become apparent from the scope herein and become apparent to one skilled in the art, however, such modifications and / or changes are included within the scope. of this utility model.
REIVINDICAÇÃOCLAIM
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| BRMU8701789U BRMU8701789Y1 (en) | 2007-11-22 | 2007-11-22 | constructive arrangement introduced into ribbed slab formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| BRMU8701789U BRMU8701789Y1 (en) | 2007-11-22 | 2007-11-22 | constructive arrangement introduced into ribbed slab formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| BRMU8701789U2 BRMU8701789U2 (en) | 2009-07-14 |
| BRMU8701789Y1 true BRMU8701789Y1 (en) | 2016-01-05 |
Family
ID=40847993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| BRMU8701789U BRMU8701789Y1 (en) | 2007-11-22 | 2007-11-22 | constructive arrangement introduced into ribbed slab formwork |
Country Status (1)
| Country | Link |
|---|---|
| BR (1) | BRMU8701789Y1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561693B (en) * | 2010-12-13 | 2014-11-12 | 聚巨企业有限公司 | Lattice beam construction method and device |
| DE102016118298B8 (en) | 2016-09-28 | 2018-01-18 | Heinze Gruppe Verwaltungs Gmbh | Concrete pavement, kit for the construction of a concrete pavement and method for the production of a concrete pavement |
-
2007
- 2007-11-22 BR BRMU8701789U patent/BRMU8701789Y1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| BRMU8701789U2 (en) | 2009-07-14 |
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