-
公开(公告)号：WO2013171772A1
公开(公告)日：2013-11-21
申请号：PCT/IT2012/000144
申请日：2012-05-17
申请人： VASS TECHNOLOGIES S.R.L. , GIANOLIO, Giuseppe , MULATTIERI, Simone , CASETTA, Alessandro , MENZIO, Giacomo , MORONE, Bruno , MERCANTE, Luca , VAIRA, Alessandro
发明人： GIANOLIO, Giuseppe , MULATTIERI, Simone , CASETTA, Alessandro , MENZIO, Giacomo , MORONE, Bruno , MERCANTE, Luca , VAIRA, Alessandro
摘要： A floor or roofing building structure (S) is described, including a plurality of intercommunicating roofing modules (M) arranged side by side; a connecting reinforcement (R) arranged between the modules (M); and a binder material matrix (X) adapted to embed the roofing modules (M) and the connecting reinforcement (R) so as to form a self-supporting monolithic structure. Each roofing module (M) comprises a housing volume (V) adapted to receive at least one functional element (F) of the structure (S), which is laterally defined by a wall (W), which has at least one communication opening (A) adapted to be joined in continuity to a corresponding opening (A) defined on the side wall (W) of an adjacent module (M) through an associated operative channel (C), and is superiorly and inferiorly defined by a pair of removable base elements (T, B) arranged to close the housing volume (V), which are accessible from opposite sides of the structure (S).
摘要翻译： 描述了一种地板或屋顶建筑结构（S），包括并排布置的多个相互通信的屋顶模块（M） 布置在模块（M）之间的连接加强件（R）; 以及适于嵌入屋顶模块（M）和连接加强件（R）的粘合剂材料基体（X），以形成自支撑整体结构。 每个屋顶模块（M）包括适于容纳结构（S）的至少一个功能元件（F）的壳体容积（V），所述功能元件（F）由壁（W）侧向限定，所述壁（W）具有至少一个连通开口 A）适于通过相关联的操作通道（C）连接到限定在相邻模块（M）的侧壁（W）上的对应开口（A），并且由一对可移除的 基座元件（T，B），其布置成关闭可从结构（S）的相对侧接近的壳体容积（V）。
-
公开(公告)号：WO2017212317A1
公开(公告)日：2017-12-14
申请号：PCT/IB2016/053384
申请日：2016-06-09
摘要： A filler for substituting a part of concrete in a two-way concrete slab when building a structure, and a method of producing the filler are provided. The filler comprises an upper spacer tray and a lower spacer tray and a volumetric filling element made of a light-weight material. The volumetric filling element is arranged in between the upper spacer tray and the lower spacer tray. The upper spacer tray is attached to a top of the volumetric filling element and the lower spacer tray is attached to a bottom of the volumetric filling element.
摘要翻译： 本发明提供了一种用于在构造结构时替代双向混凝土板中的混凝土的一部分的填充物以及该填充物的制造方法。 该填充物包括上间隔物托盘和下间隔物托盘以及由轻质材料制成的容积填充元件。 容积式填充元件布置在上部间隔物托盘和下部间隔物托盘之间。 上间隔物托盘连接到容积填充元件的顶部，而下间隔物托盘连接到容积填充元件的底部。
-
公开(公告)号：WO2016087886A3
公开(公告)日：2016-08-25
申请号：PCT/HU2015000077
申请日：2015-12-02
申请人： SZOMBATHELYI IMRE
发明人： SZOMBATHELYI IMRE
CPC分类号： E04B1/161 , E04B2/8629 , E04B5/21 , E04B5/36 , E04B2005/322 , E04C5/065 , E04C2003/023
摘要： Element collection for composite building structures, which comprises a collection of post-hardening, prefabricated structural elements preferably formed as shaped bodies and of preferably silicate-based, and contain reinforcing inserts, preferably steelwork, increasing their load-bearing ability, in that the prefabricated element set of the element collection contains at least a wall element (1) set, a wall corner element (2) set, a wall column element (3) set, a ring beam element (4) set, a lintel element (5) set, a floor element (6) set, a wall end element (7) set, a wall connection element (8) set, and a wall end column element (9) set. All the types of the element sets form combined series of elements, every element type within the series is built to the same module size. The individual elements of the element sets include at least one shell member (k) and at least one spacer member (t), between the spacer members (t) there are gaps forming moulds for the load- bearing monolithic frame. Among the element sets the individual elements of the wall element (1) set, the wall corner element (2) set, the wall column element (3) set and the floor element (6) set are made up of at least a single spacer member (t) or of a series of spacer members (t) positioned at least in one layer and at least in one course at a distance from each other and of shell members (k) positioned up to at least one side of these, metalwork belonging to the prefabricated element sets that may be inserted into the moulds as reinforcing inserts is formed by reinforcing rods (p), planar grid supports made from reinforcing steel (r) and/or a combination of these.
摘要翻译： 用于复合建筑结构的元件集合，其包括一系列后硬化预制结构元件，优选形成为成形体并且优选硅酸盐基，并且包含增强插入物，优选钢结构，增加其承载能力，其中预制 （1）组，壁角单元（2）组，壁柱单元（3）组，环梁单元组（4）组，框架单元（5） （6）组，墙壁端部元件（7）组，墙壁连接元件（8）组，壁端部柱元件（9）组。 所有类型的元素集形成组合的一系列元素，该系列中的每个元素类型都被构建为相同的模块大小。 元件组的各个元件包括至少一个壳构件（k）和至少一个间隔构件（t），在间隔构件（t）之间存在形成用于承载整体框架的模具的间隙。 在这些元件组中，壁元件（1）组，壁角元件（2）组，壁柱元件（3）组和地板元件（6）的各个元件由至少一个单独的间隔件 构件（t）或一系列定位构件（t），定位在至少一个层中并且至少在一个路线中彼此间隔一段距离，并且定位至至少位于这些金属构件的至少一侧的壳构件（k） 属于可以插入到模具中的预制元件组，所述预制元件组由加强杆（p），由钢筋（r）制成的平面栅格支架和/或这些的组合形成加强插入件。
-
4.发明申请THE POSSIBILITY OF SPECIAL LIGHTENING, INSULATING AND REINFORCING INTERMEDIATE FLOOR CONSTRUCTIONS 审中-公开特殊减弱，绝缘和加固中间地板结构的可能性
公开(公告)号：WO2007059538A3
公开(公告)日：2007-07-12
申请号：PCT/YU2006000029
申请日：2006-11-10
申请人： KEKANOVIC MILAN
发明人： KEKANOVIC MILAN
摘要： The possibility of special lightening, insulating and reinforcing intermediate floor constructions enables fast building of semi-prefibraceted and prefabricated floor with complete insulation, bearing capacity and smaller price. Floor elements (1) and (15) are constructed to that already present steel space trusses can be placed in their channels, so that are hastened the building of intermediate floor constructions and makes them cheaper, too. They are minimum shorting at the ends and at the middle of beams, so the works below can be proceeding and the required working time is shorter. The intermediate floor construction is already insulating, so they are no need for insulating, which makes the construction cheaper and the required working time shorter. The plates (17) are enabling the increase of the height of the floor constructions, by tying two beams in the construction. Usage of distance elements (23) (35) and (48) protects the reinforcement in floor construction, so they are no need for corrosion protection.
摘要翻译： 特殊轻量化，绝缘和加固中间地板结构的可能性使得能够快速建造具有完全绝缘，承载能力和较小价格的半预制地板和预制地板。 地板元件（1）和（15）的结构使得现有的钢制空间桁架可以放置在其通道中，从而加快了中间地板结构的建设并使其更便宜。 它们在梁的末端和中间是最小的短路，所以下面的工作可以进行并且所需的工作时间更短。 中间楼层结构已经绝缘，因此不需要绝缘，这使得结构更便宜，所需的工作时间更短。 通过在结构中捆绑两根梁，板（17）能够增加地板结构的高度。 距离元件（23）（35）和（48）的使用保护了地板结构中的钢筋，因此它们不需要防腐蚀。
-
公开(公告)号：WO2021074493A1
公开(公告)日：2021-04-22
申请号：PCT/FI2020/050681
申请日：2020-10-15
申请人： FINNFOAM OY
发明人： ERONEN, Jouni , LAAKSONEN, Juha
摘要： A thermal insulation plate (1), which is manufactured from cellular plastic, and the upper surface of which comprises grooves (5a, 5b), which are arranged in two directions over the area of the entire surface. The thermal insulation plate comprises at least in part of the groove (5a, 5b) intersections a spacer (6, 6a, 6b) for installing reinforcement, which is formed from thermal insulation material as a fixed part of the thermal insulation plate.
-
公开(公告)号：WO2016174536A1
公开(公告)日：2016-11-03
申请号：PCT/IB2016/051913
申请日：2016-04-05
CPC分类号： E04B9/06 , E04B5/21 , E04B5/263 , E04B5/28 , E04B9/04 , E04B2103/02 , E04B2103/04
摘要： Generally one of the best types of ceiling in terms of technical and performance in the whole world is waffles ceiling. But the necessity of implementation of false ceilings also implementation of formatting in this ceiling, increases the cost. Also control of bar is difficult and may be covered from eyes, which these are another reasons for the lack of interest for this ceiling. It is shown that moment throughout span change direction in fixed span so the best option for one way ceiling and two way ceiling are beams with I-shaped sections that generally fix the problems and disadvantages of the T-shaped section. I-shaped sections have the maximum moment, minimum weight, slip and Sound transmission.in this floor there's no need for false ceilings and formatting. In order to achieve mentioned structural shape use different blocks and mold.
摘要翻译： 通常，在全球技术和性能方面，最好的天花板类型之一是华夫饼上限。 但是，实施虚假天花板的必要性也在这个上限下实施格式化，增加了成本。 酒吧的控制也很困难，可能会被眼睛所覆盖，这些是这个上限缺乏兴趣的另一个原因。 显示跨越整个跨度的瞬间在固定跨度中改变方向，所以单向天花板和双向天花板的最佳选择是具有I形截面的梁，其通常固定T形截面的问题和缺点。 I形截面具有最大力矩，最小重量，滑移和声音传输。在这个楼层，不需要假天花板和格式。 为了达到上述结构形状，使用不同的块和模具。
-
7.发明申请
公开(公告)号：WO2011135354A3
公开(公告)日：2011-11-03
申请号：PCT/GB2011/050827
申请日：2011-04-27
申请人： SIG PLC , MAJOR, Philip
发明人： MAJOR, Philip
摘要： Various methods and systems for forming insulating building foundations are disclosed. The methods and systems are for use with fibre-reinforced concrete and allow increased speed and ease of construction because conventional reinforcement is not required. In one embodiment, a method of forming a building foundation comprises: preparing an area of the foundation to substantially the same level; providing shuttering around the outer perimeter of the prepared area of the foundation; arranging at least a plurality of first insulating elements and a plurality of second insulating elements abutting each other within the shuttering to form a continuous layer having a flat lower surface over the prepared area of the foundation, wherein the first insulating elements have a first height and the second insulating elements have a second height which is less than the first height; connecting the plurality of first insulating elements and the plurality of second insulating elements to each other using a plurality of connectors; and pouring fibre-reinforced concrete within the shuttering. The insulating elements are connected to each other using connectors and therefore any tendency of the insulating elements to float during pouring of fibre-reinforced concrete is reduced. Other embodiments relate to the features of the insulating elements and connectors for use in forming insulating building foundations using fibre-reinforced concrete.
-
8.发明申请STEEL REINFORCEMENT STRUCTURE OF BUBBLEDECK SLAB ELEMENTS AND PROCEDURE OF MANUFACTURING BUBBLEDECK SLAB ELEMENTS 审中-公开BUBBLEDECK SLAB元件的钢筋加固结构和制造BUBBLEDECK SLAB元件的程序
公开(公告)号：WO2010132900A1
公开(公告)日：2010-11-18
申请号：PCT/VN2010/000002
申请日：2010-05-14
申请人： DO, Duc Thang
发明人： DO, Duc Thang
IPC分类号： E04B5/21
摘要： The invention relates to the steel reinforcement structure of hollow concrete deck and the procedure to manufacture such kind of bubbledeck. The steel structure of bubbledeck element includes upper steel mesh (110); lower steel mesh (120) at bottom place and in parallel to the upper steel mesh (110); hollow plastic balls (130) are arranged between upper mesh (110) and lower steel mesh (120) creating many ranges of hollow plastic balls placed in parallel with each other in horizontal and vertical directions; many connectors (140) to joint upper steel mesh (110) and lower steel mesh (120); formwork system (150) is fit into lower steel mesh (120), in which each connector (140) is connected to a steel bar (111) of a grid cell (112) where no hollow plastic bodies (130) of upper steel mesh (110) is fixed to a steel bar (121 ) in a skew angle of a lower corresponding grid cell (122) where no hollow plastic balls (130) of lower steel mesh (120) is fixed, creating a diagonal connecting system composes of many connectors (140) of sinuous shape go along with the longest side of deck element, and formwork system (150) consists of many connector parts (160) which are arranged into grid cells (122) of the lower steel mesh (120) separated by 3 grid cells (122) in each grid range and in alternate positions in two adjacent grid cell range separated by 2 ranges of grid, and many formwork plates (170) of designed size which can be removed or fit into connector parts (160) by using bolts and nuts. The procedure of manufacturing bubbledeck element includes the step of manufacturing steel reinforcement of deck element, step of installing the steel reinforcement, step of prepairing before casting the concrete, step of casting the concrete, steps of inspection after casting concrete and the final step is finishing the procedure.
摘要翻译： 本发明涉及中空混凝土甲板的钢筋结构和制造这种起泡器的程序。 气泡元件的钢结构包括上钢网（110）; 在较低的钢网（120）在底部并平行于上钢丝网（110）; 中空塑料球（130）布置在上网（110）和下钢丝网（120）之间，形成在水平和垂直方向上彼此平行放置的许多范围的中空塑料球; 许多连接器（140）连接上钢网（110）和下钢网（120）; 模板系统（150）装配到下钢丝网（120）中，其中每个连接器（140）连接到网格单元（112）的钢筋（111），其中不存在上钢网的中空塑料体（130） （110）以不对称的网格（120）的中空塑料球（130）固定的下部对应网格单元（122）的歪斜角度固定到钢筋（121），从而形成对角线连接系统 许多连接器（140）的弯曲形状与甲板元件的最长侧相连，并且模板系统（150）由许多连接器部件（160）组成，这些连接器部件布置成分开的下钢丝网（120）的网格单元（122） 每个网格范围内由3个网格单元（122）以及由两个网格范围隔开的两个相邻网格单元范围内的交替位置，以及可以移除或装配到连接器部分（160）中的许多设计尺寸的模板（170） 通过使用螺栓和螺母。 制造泡沫元件的过程包括制造甲板元件钢筋的步骤，安装钢筋的步骤，铸造混凝土之前的预制步骤，浇注混凝土的步骤，浇注混凝土后的步骤，最后一步完成 步骤。
-
公开(公告)号：WO2009151915A1
公开(公告)日：2009-12-17
申请号：PCT/US2009/044874
申请日：2009-05-21
申请人： AMERICAN FORTRESS HOMES, INC. , GHARIBEH, Rene, A. , GHARIBEH, Marcelle, R. , GHARIBEH, Garrett, R. , GHARIBEH, Justin, R.
CPC分类号： B28B19/003 , E04B5/026 , E04B5/04 , E04B5/40 , E04C2/28 , Y10T29/49629 , Y10T29/49947
摘要： A composite building panel (10) includes a substantially rigid planar sheet (12, 312) and a substantially rigid first skin (14, 214,310). The first skin (14, 214, 310) includes a plurality of. anchors (18, 218, 314) embedded in the sheet (12, 312). The anchors (18, 218,314) fix the first skin (14, 214,310) to the sheet (12, 312).
摘要翻译： 复合建筑面板（10）包括基本上刚性的平板（12,312）和基本刚性的第一皮肤（14,214,310）。 第一皮肤（14,214,310）包括多个。 锚固件（18,218,314）嵌入片材（12,312）中。 锚固件（18,218,314）将第一皮肤（14,214,310）固定到片材（12,312）上。
-
10.发明申请SELF-SUPPORTING CONSTRUCTION ELEMENT MADE OF EXPANDED PLASTIC MATERIAL, IN PARTICULAR FOR MANUFACTURING BUILDING FLOORS AND FLOOR STRUCTURE INCORPORATING SUCH ELEMENT 审中-公开膨胀塑料材料的自支撑结构元件，特别是制造建筑地板和装配这些元件的地板结构
公开(公告)号：WO2005121467A3
公开(公告)日：2006-03-30
申请号：PCT/IB2005001893
申请日：2005-06-09
申请人： PLASTEDIL SA
发明人： CRETTI PIERO
摘要： A self-supporting construction element (1) is described, comprising: a) an elongated body (2) made of expanded plastic material, substantially parallelepipedic and provided with respectively lower (8) and upper (9) opposite faces; b) at least one reinforcing section bar (12, 13) transversely extending in the body (2) between the faces (8, 9); wherein the elongated body (2) made of expanded plastic material is provided with at least one recess (14, 27) open at an upper side for housing a concrete casting (15) and wherein the reinforcing section bar (12, 13) extends at least in part in the aforementioned at least one recess (14, 27). Advantageously, the construction element (1) exhibits both optimum self-supporting characteristics and a good fire resistance in case of fire.
摘要翻译： 描述了一种自支撑结构元件（1），包括：a）由膨胀塑料材料制成的细长主体（2），基本上平行六面体并分别具有下（8）和上（9）相对面; b）在所述面（8,9）之间横向延伸到所述主体（2）中的至少一个加强截面杆（12,13）; 其中由膨胀塑性材料制成的细长主体（2）设置有至少一个在上侧敞开以容纳混凝土铸件（15）的凹部（14,27），并且其中所述加强截面杆（12,13）在 至少部分地在上述至少一个凹部（14,27）中。 有利地，施工元件（1）在起火的情况下表现出最佳的自支撑特性和良好的耐火性。
-
-
-
-
-
-
-
-
-
搜索结果
29 条记录 (耗时 0.013 秒)
