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1. 发明申请

WO2016123623A1 COLUMN PROTECTOR AND COLUMN PROTECTION SYSTEM 审中-公开
标题翻译：柱保护和柱保护系统
公开(公告)号：WO2016123623A1
公开(公告)日：2016-08-04
申请号：PCT/US2016/015985
申请日：2016-02-01
申请人： SENTRY PROTECTION PRODUCTS
发明人： RYAN, James, P. , WAGNER, Jeffrey, P.
IPC分类号： E01F15/14 , E04C3/30 , E04H12/22
CPC分类号： E04B1/92 , E01F15/141 , E04C3/29 , E04C3/30 , E04C3/36 , E04G23/00
摘要： An apparatus for protection of an elongated structural support from impact, the apparatus includes an elongated impact protection component in the form of a unitary part having an inner surface, an outer surface, and a plurality of orthogonally-oriented projections spaced along a length of the elongated impact protection component. The projections of the elongated impact protection component include integrally formed connectors for interlocking connection to other same type impact protection components.
摘要翻译：一种用于保护细长结构支撑件免受冲击的装置，该装置包括具有内表面，外表面和多个正交定向突起的整体部件形式的细长冲击保护部件，该突出部分沿着细长冲击保护部件。细长冲击保护部件的突起包括用于与其它相同类型的冲击保护部件互锁连接的一体形成的连接器。

2. 发明申请

WO2016071747A2 NOUVEL ÉLÉMENT DE LIAISON ISOLANT ENTRE PANNEAUX COMPOSITES POUR LE BÂTIMENT, NOUVEAUX PANNEAUX ADAPTÉS ET PROCÉDÉ DE CONSTRUCTION DE PAROIS 审中-公开
标题翻译：用于建筑的复合板之间的新的绝缘粘合元件，新的适配板和用于构建墙的方法
公开(公告)号：WO2016071747A2
公开(公告)日：2016-05-12
申请号：PCT/IB2015/002043
申请日：2015-11-04
申请人： ECCOLOGIS
发明人： FUENTES, Manuel
IPC分类号： E04C2/24 , E04C2/296 , E04B1/61 , E04C2/38 , E04B2/02
CPC分类号： E04C2/296 , E04B1/185 , E04B1/2604 , E04B2/7412 , E04B2002/0245 , E04C2/243 , E04C2/38 , E04C3/36 , E04C2002/004
摘要： Deux panneaux composites (1, 2) à âme (20) en PUR et parements rigides (10), formant une mortaise (60), sont assemblés entre eux par un élément isolant de liaison (100) comportant une âme (30) isolante et deux renforts bois (40) se prolongeant vers le haut par deux protubérances (15). Un chaînage (CH) s'encastre en haut de ce montage, pour assembler une rangée supérieure de panneaux, et le bas des panneaux et des éléments de la rangée la plus basse est encastrée dans un rail R fixé au sol. Montage rapide, isolation thermique remarquable, faible coût, anti- sismique.
摘要翻译：两块复合板（1,2）和木板; （20）由PUR和刚性面（10）制成，形成榫眼（60），它们通过具有（30）绝缘的连接绝缘元件（100）彼此组装和两个由两个突起（15）向上延伸的木质加强件（40）。在该组件的顶部安装一个支柱（CH），以组装更高排的面板，并且最下面一排的面板和元件的底部凹入。在固定轨道R中在地面上。快速安装，卓越的隔热性，低成本，抗震。

3. 发明申请

WO2015063738A3 METHOD FOR IMPROVING THE STRUCTURAL STABILITY OF AN EXISTING BUILDING CONSTRUCTION 审中-公开
标题翻译：改善现有建筑结构稳定性的方法
公开(公告)号：WO2015063738A3
公开(公告)日：2015-11-26
申请号：PCT/IB2014065748
申请日：2014-10-31
申请人： MICELI MICHELE , MORELLI ENZO , MARTINA MARIO
发明人： MICELI MICHELE , MORELLI ENZO , MARTINA MARIO , ROMEI DAVIDE
IPC分类号： E04G23/02 , E04C3/34 , E04C5/06
CPC分类号： E04G23/0218 , E04B1/92 , E04C3/34 , E04C3/36 , E04C5/0604 , E04C5/125 , E04G23/0211
摘要： Currently it is believed that with the current seismic rules, which provide even the thickening of the stirrups of the pillars and beams near the nodes, one is sufficiently protected from earthquakes in the new building constructions and above all one takes care of intervening on the existing building constructions, mainly with wrapping, ringing, stiffening systems and other outside the nodes. It is believed that this safety is a huge error for all, both new and existing, constructions of reinforced concrete (hereinafter r.c.) as it does not take into consideration in a suitable way the structure situation in the dynamic phase thereof determined by the seism. Upon starting and increasing the seismic pushes, and the corresponding oscillations of the building construction, the neutral axis starts entering the section and, when there is the tilting on the right of the construction, the left side of the section, with respect to the neutral axis, is tensioned whereas the right one is compressed. In the subsequent tilting on the left of the building construction the situation is reversed and the right portion of the section is tensioned whereas the left one is compressed. Upon still increasing the horizontal seismic pushes the neutral axis moves more and more towards the edges of the section until going out of them, by causing larger and larger slits on the tensioned portion and higher and higher compressions on the compressed portion. This because in those subsequent oscillation moments the gravity force, and therefore the weight of the pillar section, do not disappear but continue to act. For example, if one consider the instants, the second fractions, wherein the neutral axis, in a section of a pillar with side of cm. 30 with load of 75,000 (75 thousand) Kg., it lies progressively at 2.5 cm. - 0.5 cm. - 1 mm. from the edge, equal to 75 - 15 - 3 cm2., respectively, of compressed concrete (cnr), there is a compression on the cnr respectively of 1,000 Kg/cmq. - 5,000 Kg/cmq. - 25,000 Kg/cmq.; these compressions are not sustainable whatever system is adopted for increasing the resistance. The section is destroyed starting from the outside towards the inside, that is from the edges towards the centre, which is the most resistant one due to the geometrical-physical aspect itself of the section. Then, it is necessary to invert the current tendency of the art and to reinforce even the section centre. The subsequent reinforcements, from the periphery towards the centre, reduce considerably, among other things, the oscillations (by 30-40%) and consequently the damages even related to the plants, by allowing to continue to benefit from home-property. Currently only the vertical irons are put near the edges so that the irons, on the opposite sides, have the greater distance (the arm) and then they can be exploited in the whole tensile strength thereof. But upon doing that only a contrast, stopping structure is arranged, which is considered stronger than the disruptive capability of the earthquake. Therefore, there is no the adaptation which the living organisms have, for example the trees, which apart from the more external rings have even the innermost ones which, during the wing push, cooperate and contribute to reduce the disruptive action of the most external rings and when these gradually cede they take over with all resistance capability thereof. With the addition of the central reinforcements the structural collapse is further prevented, the duration of the r.c. is lengthened (analogously to the regeneration of the outer portions in the living organisms) and there is a protection from magnetic fields. The present invention applies, with different methods, both to the existing structures in r.c. and to the new building constructions.
摘要翻译：目前认为，由于目前的地震规则甚至能够使节点附近的支柱和梁的箍筋加厚，所以在新的建筑结构中可以充分保护地震，首先要考虑现有的建筑结构，主要包括环绕，振铃，加固系统等节点外。相信这种安全是新的和现有的钢筋混凝土结构的一个巨大的错误（以下称为r.c.），因为它没有以适当的方式考虑到由地震决定的动态相的结构状况。在启动和增加地震推动以及建筑结构的相应振荡时，中立轴线开始进入该区段，并且当施工右侧有倾斜时，该区段的左侧相对于中立点轴被张紧，而右侧被压缩。在随后在建筑物左侧的倾斜中，情况相反，部分的右侧部分被张紧，而左侧的部分被压缩。在仍然增加水平地震推力的情况下，中性轴线朝着截面的边缘越来越多地移动，直到它们离开它们，通过在张紧部分上引起更大和更大的狭缝，以及压缩部分上的更高和更高的压缩。这是因为在随后的振荡时刻，重力和因此的支柱部分的重量不消失，而是继续作用。例如，如果考虑时刻，则在具有cm的侧面的柱的一部分中的中性轴的第二部分。 30，负荷75,000（75000）Kg，逐渐在2.5厘米。 - 0.5厘米。 - 1毫米。从压缩混凝土（cnr）的边缘等于75 - 15 - 3 cm 2，分别在1000 kg / cmq的压力下。 - 5,000 Kg / cmq。 - 25,000公斤/厘米; 这些压缩是不可持续的，无论采用什么系统来增加阻力。该部分从外部朝向内部开始销毁，即从边缘朝向中心，这是由于该部分的几何物理方面本身而言是最强的部分。那么，有必要颠倒现在的艺术潮流，甚至加强中心。随后的从外围到中心的增援，除其他外，大幅度减少了振荡（30-40％），因此甚至与植物相关的损害，允许继续从家庭财产中受益。目前只有垂直的铁杆放在靠近边缘处，使得铁杆在相对的两侧具有较大的距离（臂），然后可以在整个拉伸强度下利用。但是在这样做只是一个对比，安排了停止的结构，这被认为比地震的破坏能力更强。因此，生物体不具有适应性，例如树木，除了更多的外环之外，甚至是最内层的，在翼推的过程中，它们配合并有助于减少大多数外环的破坏作用当这些逐渐消失时，他们接管所有的电阻能力。随着中央增援部队的加入，进一步阻止了结构崩溃，直升机的持续时间。延长（类似于活生物体中的外部部分的再生），并且具有防止磁场的保护。本发明以不同的方式应用于现有的直流结构中。和新的建筑结构。

4. 发明申请

WO2015063738A2 CENTRAL REINFORCEMENTS IN THE PILLARS AND BEAMS OF NEW AND EXISTING BUILDING CONSTRUCTIONS OF REINFORCED CONCRETE, VARY WITH THEIR POSITION IN THE BODY OF THE BUILDING CONSTRUCTION, IN PLAN AND HEIGHT, SO WITH THE CORRESPONDING STRESS, TO INCREASE THE RESISTANCE DURING THE SEISMIC SHOCK AND TO PREVENT THE STRUCTURAL COLLAPSE, WITH EXTENDING THE PERIOD OF THE CONCRETE AND PROTECTION FROM MAGNETIC FIELDS 审中-公开
标题翻译：钢筋混凝土中的中央钢筋混凝土结构和现有建筑结构的变化与建筑施工，计划和高度的相关位置不同，具有相应的应力，可以提高地震震动期间的电阻防止结构性破坏，延长了混凝土的周期和从磁场的保护
公开(公告)号：WO2015063738A2
公开(公告)日：2015-05-07
申请号：PCT/IB2014/065748
申请日：2014-10-31
申请人： MICELI, Michele , MORELLI, Enzo , MARTINA, Mario
发明人： MICELI, Michele , MORELLI, Enzo , MARTINA, Mario , ROMEI, Davide
IPC分类号： E04G23/02
CPC分类号： E04G23/0218 , E04B1/92 , E04C3/34 , E04C3/36 , E04C5/0604 , E04C5/125 , E04G23/0211
摘要： Currently it is believed that with the current seismic rules, which provide even the thickening of the stirrups of the pillars and beams near the nodes, one is sufficiently protected from earthquakes in the new building constructions and above all one takes care of intervening on the existing building constructions, mainly with wrapping, ringing, stiffening systems and other outside the nodes. It is believed that this safety is a huge error for all, both new and existing, constructions of reinforced concrete (hereinafter r.c.) as it does not take into consideration in a suitable way the structure situation in the dynamic phase thereof determined by the seism. Upon starting and increasing the seismic pushes, and the corresponding oscillations of the building construction, the neutral axis starts entering the section and, when there is the tilting on the right of the construction, the left side of the section, with respect to the neutral axis, is tensioned whereas the right one is compressed. In the subsequent tilting on the left of the building construction the situation is reversed and the right portion of the section is tensioned whereas the left one is compressed. Upon still increasing the horizontal seismic pushes the neutral axis moves more and more towards the edges of the section until going out of them, by causing larger and larger slits on the tensioned portion and higher and higher compressions on the compressed portion. This because in those subsequent oscillation moments the gravity force, and therefore the weight of the pillar section, do not disappear but continue to act. For example, if one consider the instants, the second fractions, wherein the neutral axis, in a section of a pillar with side of cm. 30 with load of 75,000 (75 thousand) Kg., it lies progressively at 2.5 cm. - 0.5 cm. - 1 mm. from the edge, equal to 75 - 15 - 3 cm 2 ., respectively, of compressed concrete (cnr), there is a compression on the cnr respectively of 1,000 Kg/cmq. - 5,000 Kg/cmq. - 25,000 Kg/cmq.; these compressions are not sustainable whatever system is adopted for increasing the resistance. The section is destroyed starting from the outside towards the inside, that is from the edges towards the centre, which is the most resistant one due to the geometrical-physical aspect itself of the section. Then, it is necessary to invert the current tendency of the art and to reinforce even the section centre. The subsequent reinforcements, from the periphery towards the centre, reduce considerably, among other things, the oscillations (by 30-40%) and consequently the damages even related to the plants, by allowing to continue to benefit from home-property. Currently only the vertical irons are put near the edges so that the irons, on the opposite sides, have the greater distance (the arm) and then they can be exploited in the whole tensile strength thereof. But upon doing that only a contrast, stopping structure is arranged, which is considered stronger than the disruptive capability of the earthquake. Therefore, there is no the adaptation which the living organisms have, for example the trees, which apart from the more external rings have even the innermost ones which, during the wing push, cooperate and contribute to reduce the disruptive action of the most external rings and when these gradually cede they take over with all resistance capability thereof. With the addition of the central reinforcements the structural collapse is further prevented, the duration of the r.c. is lengthened (analogously to the regeneration of the outer portions in the living organisms) and there is a protection from magnetic fields. The present invention applies, with different methods, both to the existing structures in r.c. and to the new building constructions.
摘要翻译：目前认为，由于目前的地震规则甚至能够使节点附近的支柱和梁的箍筋加厚，所以在新的建筑结构中可以充分保护地震，首先要考虑现有的建筑结构，主要包括环绕，振铃，加强系统等节点外。相信这个安全是对现有钢筋混凝土结构（以下简称r.c.）的所有建筑都是一个巨大的错误，因为没有以合适的方式考虑到地震确定的动态阶段的结构状况。在启动和增加地震推动以及建筑结构的相应振荡时，中立轴线开始进入该区段，当建筑物右侧倾斜时，该区段的左侧相对于中立点轴被张紧，而右侧被压缩。在随后在建筑物左侧的倾斜中，情况相反，部分的右侧部分被张紧，而左侧的部分被压缩。在仍然增加水平地震推力的情况下，中性轴线越来越朝向截面的边缘移动，直到其出来，通过在张紧部分上引起更大和更大的狭缝以及在压缩部分上的更高和更高的压缩。这是因为在随后的振荡时刻，重力和因此的支柱部分的重量不会消失，而是继续作用。例如，如果考虑时刻，则在具有cm的侧面的柱的一部分中的第二部分（其中中性轴线）。 30，负荷75,000（75000）Kg，逐渐在2.5厘米。 - 0.5厘米。 - 1毫米。从压缩混凝土（cnr）的边缘等于75 - 15 - 3 cm2，cnr上的压缩率分别为1000 kg / cmq。 - 5,000 Kg / cmq。 - 25,000公斤/厘米; 这些压缩是不可持续的，无论采用什么系统来增加阻力。该部分从外部朝内部销毁，即从边缘朝向中心，这是由于该部分的几何物理方面本身而言是最具抵抗力的部分。那么，有必要颠倒现在的艺术潮流，甚至加强中心。从外围到中心的后续增援除其他外，大幅度减少（30-40％），因此甚至与植物相关的损害，允许继续受益于家庭财产。目前只有垂直的铁杆放在靠近边缘处，使得铁杆在相对的两侧具有较大的距离（臂），然后可以在整个拉伸强度下利用它们。但这样做只是一个对比，安排了停机结构，这被认为比地震的破坏能力更强。因此，生物体不具有适应性，例如树木，除了更多的外环之外，甚至是最内层的，在翼推的过程中，它们配合并有助于减少大多数外环的破坏作用当这些逐渐消失时，他们接管所有的电阻能力。随着中央增援部队的加入，进一步阻止了结构性崩溃，直升机的持续时间。延长（类似于活生物体中的外部部分的再生），并且具有防止磁场的保护。本发明以不同的方式应用于现有的直流结构中。和新的建筑结构。

5. 发明申请

WO2015031957A1 COMPOSITE STRUCTURAL MEMBER 审中-公开
标题翻译：复合结构构件
公开(公告)号：WO2015031957A1
公开(公告)日：2015-03-12
申请号：PCT/AU2014/050212
申请日：2014-09-05
申请人： LOGGO IP PTY LTD IN ITS CAPACITY AS TRUSTEE FOR THORNTON IP TRUST
发明人： THORNTON, Patrick , BLAIR, Peter
IPC分类号： E04H12/04 , E04C3/12 , E04C3/36 , E04C3/42 , F16S3/02
CPC分类号： E04B2/702 , E04B1/10 , E04B2/705 , E04C3/12 , E04C3/122 , E04C3/18 , E04C3/36
摘要： The present invention provides a timber structural member comprising: a first timber round having a first cooperating surface extending longitudinally along the length thereof, a second timber round having a second and a third cooperating surfaces extending longitudinally along the length thereof, and a third timber round having a fourth cooperating surface extending longitudinally along the length thereof wherein, the first cooperating surface is shaped to cooperate with the second cooperating surface, and the third cooperating surface is shaped to cooperate with the fourth cooperating surface, the first, second and third timber rounds are secured together to form a structurally integral unit in which the first cooperating surface is in contact with the second cooperating surface, and the third cooperating surface is in contact with the fourth cooperating surface, and the first, second and third timber rounds are substantially parallel to each other, and wherein the first, second and third timber rounds are secured to each other by a plurality of fasteners spaced along the length of the member, the plurality of fasteners comprising fasteners provided at both acute and obtuse angles from a longitudinal axis of the structural member, the fasteners extending through the first, second and third timber rounds.
摘要翻译：本发明提供一种木材结构件，其包括：第一木材圆形物，具有沿其长度纵向延伸的第一配合表面;第二木材圆形，具有沿着其长度纵向延伸的第二和第三配合表面，以及第三木材圆具有沿其长度纵向延伸的第四配合表面，其中第一配合表面成形为与第二配合表面配合，并且第三配合表面成形为与第四配合表面，第一，第二和第三木材圆被固定在一起以形成结构上整合的单元，其中第一配合表面与第二配合表面接触，并且第三协作表面与第四协作表面接触，并且第一，第二和第三木材圆基本上是平行的并且其中第一，第二和第二第三木材轮通过沿构件的长度间隔开的多个紧固件彼此固定，多个紧固件包括从结构构件的纵向轴线以锐角和钝角提供的紧固件，紧固件延伸穿过第一，第二和第三个木材轮。

6. 发明申请

WO2014187726A1 AN INSULATING WALL, A COLUMN ASSEMBLY THEREFORE AND A METHOD OF CONSTRUCTING SUCH INSULATING WALL 审中-公开
标题翻译：绝缘壁，其上的一个柱组件以及构造这种绝缘壁的方法
公开(公告)号：WO2014187726A1
公开(公告)日：2014-11-27
申请号：PCT/EP2014/059954
申请日：2014-05-15
申请人： ROCKWOOL INTERNATIONAL A/S
发明人： JAKOBSEN, Klavs Koefoed , RIIS, Preben
IPC分类号： E04B1/18 , E04C3/36
CPC分类号： E04C2/243 , E04B1/18 , E04B1/7608 , E04B1/7658 , E04B1/80 , E04B2/562 , E04B2/707 , E04B2/7412 , E04B2/7414 , E04B2/7457 , E04B2/80 , E04C3/36
摘要： The present invention concerns a columns assembly for an insulating wall of a building structure, said column having a side surfaces adapted to receive and retain insulation panels of the insulating wall, said column assembly comprising an inner spacer element made of mineral wool fibres, a central element made of mineral wool fibres, an outer spacer element made of mineral wool fibres, wherein the spacer elements are assembled with first and second intermediate profiles between the spacer elements, and wherein the density of the mineral wool in the central element is higher than the density in the inner and outer spacer elements. The invention also concerns an insulating wall assembly of a building structure with such a column assembly and a method of constructing such insulating wall.
摘要翻译：本发明涉及一种用于建筑结构的绝缘壁的柱组件，所述柱具有适于容纳和保持绝缘壁的绝缘板的侧表面，所述柱组件包括由矿棉纤维制成的内间隔元件，中心由矿棉纤维制成的元件，由矿棉纤维制成的外部间隔件，其中间隔元件在间隔元件之间与第一和第二中间型材组装在一起，并且其中中心元件中矿棉的密度高于内部和外部间隔元件的密度。本发明还涉及具有这种柱组件的建筑结构的绝缘壁组件和构造这种绝缘壁的方法。

7. 发明申请

WO2014058231A1 기둥 구조물의 내력 보강 장치 审中-公开
标题翻译：用于支柱结构的内部加固装置
公开(公告)号：WO2014058231A1
公开(公告)日：2014-04-17
申请号：PCT/KR2013/009030
申请日：2013-10-10
申请人： 조선대학교산학협력단
发明人： 최재혁
IPC分类号： E04C3/30
CPC分类号： E04C3/36
摘要： 본 발명은 기둥 구조물의 내력 보강 장치에 관한 것으로서, 상기 기둥의 둘레면을 둘러싸는 복수의 내부보강판; 상호 결합에 의해 상기 내부보강판과 이격되도록 상기 기둥의 외곽을 둘러싸는 적어도 한 쌍의 외부보강판; 및, 상기 외부보강판에 마련되어 상기 내부보강판을 상기 기둥 측으로 가압 및 가압 해제하는 가압조절부재;를 포함하는 것을 특징으로 한다. 이에 의해, 기둥 구조물의 내력 보강 성능이 향상됨과 동시에, 시공과 유지관리 및 해체의 편의성이 현격하게 향상된 기둥 구조물의 내력 보강 장치가 제공된다.
摘要翻译：本发明涉及一种用于立柱结构的内力加强装置，包括：围绕柱的圆周表面缠绕的多个内加强板; 至少一对外加强板，其彼此联接以围绕所述柱的外壁缠绕以与所述内加强板分离; 以及压力控制构件，其设置在所述外加强板上以对所述内加强板施加压力或将压力释放到所述支柱侧。以这种方式，提高了支柱结构的内力增强性能，同时在施工，维修和拆卸方面的方便性显着提高。

8. 发明申请

WO2014011032A1 A COMBINATION OF A CONNECTOR FOR GLASS ELEMENTS AND SUCH GLASS ELEMENTS 审中-公开
标题翻译：玻璃元件和这种玻璃元素连接器的组合
公开(公告)号：WO2014011032A1
公开(公告)日：2014-01-16
申请号：PCT/NL2013/050436
申请日：2013-06-20
申请人： TECHNISCHE UNIVERSITEIT DELFT
发明人： VEER, Fredericus Albertus
IPC分类号： E04C3/36 , E04C3/46 , E04C3/28 , B32B17/10
CPC分类号： E04B1/48 , B32B17/10045 , B32B17/10366 , E04B1/28 , E04C3/285 , E04C3/36 , E04C3/46
摘要： A combination of a connector for glass elements and such glass elements to provide a loadbearing glass construc- tion that comprises at least one glass post and at least one glass beam that are arranged adjacent to each other, wherein the connector is arranged to provide a rotationally fixed connection between the post and the beam.
摘要翻译：用于玻璃元件的连接器和这种玻璃元件的组合，以提供包括至少一个玻璃柱和至少一个彼此相邻布置的玻璃束的承载玻璃结构，其中连接器被设置成提供旋转的柱和梁之间的固定连接。

9. 发明申请

WO2013102221A1 LATTICE SUPPORT STRUCTURE 审中-公开
标题翻译： LATTICE支持结构
公开(公告)号：WO2013102221A1
公开(公告)日：2013-07-04
申请号：PCT/US2012/072334
申请日：2012-12-31
申请人： SIGMA-TEK, LLC
发明人： RIDGES, Michael, D. , WILSON, Erich, A. , KIPP, Michael, D.
IPC分类号： F16S3/08 , B29C70/06 , E04H12/00 , E04B1/19
CPC分类号： B29C53/566 , B29C53/822 , B29C70/222 , B29C70/30 , B32B1/08 , E04C3/36 , E04H12/10 , Y10T428/1393
摘要： The present disclosure is drawn to a lattice support structures and methods of making such structures, including tooling and articles used therein. In one embodiment, a method for forming a composite lattice support structure can comprise: obtaining a semi-rigid mold having semi-rigid channels, at least some of the semi-rigid channels intersecting at strategic locations; laying up a fiber material, in the presence of a resin, within the semi-rigid channels forming a lay- up within the semi-rigid channels, such that the lay-up extends above the surface of the mold; consolidating the lay-up to form composite cross supports having a pre-determined lateral cross-sectional area controlled by a cross-sectional area of the channels, and that intersect to form nodes, thereby forming the composite lattice support structure; and subjecting the composite lattice support structure to a particulate, wherein the composite lattice support structure is at least partially submerged in the particulate and systematically rotated to cause the particulate to contact the various surfaces of the cross supports and nodes thereby reducing at least of portion of material on the surfaces.
摘要翻译：本公开涉及一种格子支撑结构和制造这种结构的方法，包括其中使用的模具和制品。在一个实施例中，用于形成复合格子支撑结构的方法可以包括：获得具有半刚性通道的半刚性模具，至少一些半刚性通道在战略位置相交; 在半刚性通道内在树脂存在下铺设纤维材料，在半刚性通道内形成叠层，使得叠层在模具表面上方延伸; 固定叠层以形成具有由通道的横截面面积控制的预定横向横截面积并且相交以形成节点的复合交叉支撑，从而形成复合格架支撑结构; 并将所述复合晶格支撑结构经受颗粒状物，其中所述复合晶格支撑结构至少部分地浸没在所述颗粒中并且被系统地旋转以使所述颗粒接触所述交叉支撑件和所述节点的各个表面，从而将至少部分表面材料。

10. 发明申请

WO2012064166A1 COLUMNAS MODULARES PARA LA CONSTRUCCIÓN Y SU MÉTODO DE FABRICACIÓN 审中-公开
标题翻译：建筑用途的模块柱及其生产方法
公开(公告)号：WO2012064166A1
公开(公告)日：2012-05-18
申请号：PCT/MX2010/000129
申请日：2010-11-12
申请人： LIMÓN CORNEJO, José Santos
发明人： LIMÓN CORNEJO, José Santos
IPC分类号： E04C1/39 , E04C3/36 , B28B1/087 , C04B33/04
CPC分类号： E04C3/36 , C04B33/14 , C04B33/18 , C04B35/62635
摘要： La presente invención se refiere a unas columnas modulares para la construcción las cuales se componen de: un perfil metálico que se posiciona verticalmente funcionando como un poste que opcionalmente puede estar anclado o fijo a la superficie del suelo; una serie de módulos base, "cuerpo" y capitel que a su vez se conforman de dos bloques simétricos, los cuales cuentan con un rebaje, que da lugar a un hueco cuadrado mismo que se llena con mezcla convencional de cemento, arena de río, cal, que una vez seca mantiene los unidos firmemente al perfil. Por otra parte la invención provee de un método para la fabricación de las columnas modulares, así como un procedimiento para su instalación, con alternativas para las columnas que soportan carga o que simplemente tienen fines estéticos, dichas metodologías constan de una serie de pasos prácticos y sencillos de seguir.
摘要翻译：本发明涉及用于建筑目的的模块化柱，其包括：垂直定位的金属型材部分，用作可以可选地锚定到或固定到地板表面的柱; 一系列基本模块“主体”和首都，其又由具有凹部的两个对称块形成，形成方形中空，其填充有水泥，河砂和石灰的常规混合物，其一旦干燥，将块牢固地连接到轮廓部分。本发明还提供了用于生产模块化柱的方法，以及用于安装模块化柱的方法，以及用于承载或用于美观目的的列的替代方案，所述方法涉及一系列实用的，易于约束的 - 以下步骤。

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