子分类：
| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 1 | 用于浇铸建造元件的方法 | CN201480022345.5 | 2014-02-21 | CN105121135B | 2017-10-13 | 詹姆斯·布鲁斯·加德纳; 史蒂文·罗伯特·詹森 |
| 本发明涉及一种用于使用计算机控制设备来浇铸建筑材料以形成建造元件的方法。所述方法包括以下步骤：使材料沉积头移动并选择性地沉积材料以制造模板；以与模板的至少一部分相接触的方式倾倒建筑材料；使建筑材料至少部分地固化，从而形成建造元件；以及从建造元件中移除所述模板的至少一部分。 | ||||||
| 2 | 用于浇铸建造元件的方法 | CN201480022345.5 | 2014-02-21 | CN105121135A | 2015-12-02 | 詹姆斯·布鲁斯·加德纳; 史蒂文·罗伯特·詹森 |
| 本发明涉及一种用于使用计算机控制设备来浇铸建筑材料以形成建造元件的方法。所述方法包括以下步骤：使材料沉积头移动并选择性地沉积材料以制造模板；以与模板的至少一部分相接触的方式倾倒建筑材料；使建筑材料至少部分地固化，从而形成建造元件；以及从建造元件中移除所述模板的至少一部分。 | ||||||
| 3 | 一种楼房浇注模板 | CN201710213012.6 | 2017-04-01 | CN107090970A | 2017-08-25 | 陈章标 |
| 本发明涉及建筑模板领域，目的在于提供一种楼房浇注模板，所述楼房浇注模板，包括顶板、剪力墙、第一侧墙、第二侧墙、立柱和支撑柱，所述第一侧墙和第二侧墙垂直连接在剪力墙两侧并依次围合，所述顶板水平搭设在剪力墙、第一侧墙和第二侧墙的上方，所述支撑柱垂直固定在顶板下方，所述第二侧墙的长度小于第一侧墙，所述立柱设置在第二侧墙外顶板的顶角下方。本发明的有益效果在于：注模板整体为可拆结构，经过使用之后可进行拆解和回收，使用方便，节省时间和成本，产品可经多次使用，大大提高了水泥建筑的加工和成型效率。 | ||||||
| 4 | 高位现浇混凝土结构支模体系的施工方法 | CN201610913114.4 | 2016-10-20 | CN106481068A | 2017-03-08 | 程选生; 冯欢; 王菲菲; 陈佳; 张小燕; 马亮; 李国亮; 李德; 周迎超; 李鑫蕾; 刘海波; 周欣海 |
| 高位现浇混凝土结构支模体系的施工方法，用于高位现浇混凝土结构支模工程领域，其步骤为：(1)施工前准备好高位现浇混凝土结构支模体系所需要的材料、工具以及器械等；(2)根据施工图纸和施工现场的测量定位放线，并确定满堂模板支架立柱(1)底部地基承载力；然后使用独特的施工方法搭设脚手架(2)，摆放扫地杆(3)，在钢管垫块(4)上架起满堂模板支架立柱(1)，搭设顶部水平杆(5)与中间水平杆(6)，设置剪刀撑架周边与结构框架柱进行架体拉结，形成抱柱装置；(4)待支架搭设稳固以及周围楞梁(10)与支架连接牢固后进行模板安装。(8)，相应连接部位使用扣件扣紧；(3)将每层支 | ||||||
| 5 | 成形衬板和使用的方法 | CN200980147268.5 | 2009-09-25 | CN102224309B | 2013-12-04 | E·D·杰拉德; B·E·舍含 |
| 本发明公开一种成形衬板、板以及使用和制造成形衬板、板的方法，以便提供一种在可固化材料上制造图案期间能够最小化和/或消除相互连接的成形衬板之间的可见接缝的产品。在一些实施例中，该成形衬板可以包括升高的部分(102)，该升高的部分限定相互有关的内部和外部尺寸。因此多个成形衬板可以通过重叠其升高的部分(144，146)相互连接。而且，成形衬板可以包括一个或多个掣子和一个或多个伸出部分，使相互连接的成形衬板之间能够接合而不需要粘结剂。以这种方式，成形衬板以嵌套的方式相互连接，使得相互连接的成形衬板之间的可见接缝被减小和/或消除。 | ||||||
| 6 | 成形衬板和使用的方法 | CN200980147268.5 | 2009-09-25 | CN102224309A | 2011-10-19 | E·D·杰拉德; B·E·舍含 |
| 本发明公开一种成形衬板、板以及使用和制造成形衬板、板的方法，以便提供一种在可固化材料上制造图案期间能够最小化和/或消除相互连接的成形衬板之间的可见接缝的产品。在一些实施例中，该成形衬板可以包括升高的部分(102)，该升高的部分限定相互有关的内部和外部尺寸。因此多个成形衬板可以通过重叠其升高的部分(144，146)相互连接。而且，成形衬板可以包括一个或多个掣子和一个或多个伸出部分，使相互连接的成形衬板之间能够接合而不需要粘结剂。以这种方式，成形衬板以嵌套的方式相互连接，使得相互连接的成形衬板之间的可见接缝被减小和/或消除。 | ||||||
| 7 | 模板支撑元件 | CN201380050892.X | 2013-08-02 | CN104662239A | 2015-05-27 | 埃米利奥·罗萨蒂 |
| 本发明涉及一种模板支撑元件，和由至少一对相邻模板支撑元件形成的脚手架结构。该模板支撑元件包括至少两个隔开的竖直元件，至少一个连接元件，该至少一个连接元件桥接所述竖直元件，从而形成刚性模板支撑元件，每个竖直元件包括多个附接装置，该附接装置沿该竖直元件间隔开，以可释放地附接至至少一个承托元件，所述承托元件在相邻模板支撑元件之间延伸以形成脚手架结构。 | ||||||
| 8 | 建築部材を鋳造する方法 | JP2015558307 | 2014-02-21 | JP6378699B2 | 2018-08-22 | ガーディナー,ジェームス ブルース; ヤンセン,スティーブン ロバート |
| 9 | 型枠支持要素 | JP2015524574 | 2013-08-02 | JP2015523483A | 2015-08-13 | ロザーティ，エミリオ |
| 本発明は、型枠支持部材および隣接する1組の型枠支持部材から形成される足場構造体に関する。型枠支持部材は、間隔があけられた少なくとも2つの垂直部材、前記垂直部材を架橋することで剛性型枠支持部材を形成する少なくとも1つの接続部材を含み、各垂直部材は、それに沿って間隔があけられた複数の取付け手段を含み、剛性構造を形成するための隣接する型枠支持部材の間に延伸する少なくとも1つの補強部材を解除可能に取付けることができる。 | ||||||
| 10 | 建築部材を鋳造する方法 | JP2015558307 | 2014-02-21 | JP2016514061A | 2016-05-19 | ブルース ガーディナー，ジェームス; ロバート ヤンセン，スティーブン |
| 本発明は、コンピュータ制御された装置を用いて、建築部材を形成するために建築材料を鋳造する方法に関する。当該方法は、(i)材料堆積ヘッドを移動させ、選択的に材料を堆積させる工程と、(ii)型枠に少なくとも一部分を接触させて建築材料を注入する工程と、(iii)建築材料の少なくとも部分的に硬化させ、建築部材を形成する工程と、(iv)建築部材から型枠の少なくとも一部分を除去する工程と、を含む。 | ||||||
| 11 | Poutre en aluminium pour coffrage de dalle | EP07354023.9 | 2007-04-19 | EP1847665B1 | 2013-09-25 | Souvignet, Edmond |
| 12 | Poutre en aluminium pour coffrage de dalle ou analogue | EP07354023.9 | 2007-04-19 | EP1847665A1 | 2007-10-24 | Souvignet, Edmond |
La poutre en aluminium (10) est destinée à la formation de structures de soutien de coffrage de dalle ou analogue. La poutre (10) comporte deux bandes de peinture (16) comprenant un produit solide ou liquide mélangé à la peinture. Le produit a une température de fusion égale ou supérieure à la température de fusion de l'aluminium et peut être sous la forme d'une poudre métallique ou sous la forme de particules minérales ou en matériau composite. La quantité de produit solide mélangé à la peinture est au minimum de l'ordre de 2% à 3% du poids total de la poutre (10).
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| 13 | METHOD FOR CASTING A CONSTRUCTION ELEMENT | EP14753842 | 2014-02-21 | EP2958736A4 | 2017-04-26 | GARDINER JAMES BRUCE; JANSSEN STEVEN ROBERT |
| The present invention relates to a method for casting building material to form a construction element using a computer-controlled apparatus. The method comprises the steps of: moving the material deposition head and selectively depositing material, to fabricate a formwork; pouring building material in contact with at least a portion of the formwork; at least partially curing the building material, thereby forming the construction element; and removing at least a portion of the formwork from the construction element. | ||||||
| 14 | FORMLINER AND METHOD OF USE | EP09793035.8 | 2009-09-25 | EP2337911A1 | 2011-06-29 | FITZGERALD, Edward, Daniel; SHEEHAN, Brian, Eugene |
| A formliner, sheet, system, and method of use and manufacture are provided in order to provide a product that can minimize and/or eliminate visible seaming between interconnected formliners during fabrication of a pattern on a curable material. In some embodiments, the formliner can comprise raised sections (102) that define interrelated inner and outer dimensions. Thus, a plurality of fomiliners can be interconnected by overlaying raised sections thereof (144, 146). Further, the formliner can comprise one or more detents and one or more protrusions to enable engagement between interconnected formliners without requiring adhesives. In this manner, formliners can be interconnected in a nested manner such that visible seaming between the interconnected formliners is reduced and/or eliminated. | ||||||
| 15 | FORMLINER AND METHOD OF USE | EP09793035.8 | 2009-09-25 | EP2337911B1 | 2016-11-30 | FITZGERALD, Edward, Daniel; SHEEHAN, Brian, Eugene |
| 16 | FORMWORK SUPPORT ELEMENT | EP13826475 | 2013-08-02 | EP2880228A4 | 2015-11-25 | ROSATI EMILIO |
| This invention relates to a formwork support member, and a scaffold structure formed from at least a pair of adjacent formwork support members. The formwork support member comprises at least two spaced vertical members, at least one connecting member bridging said vertical members to form thereby a rigid formwork support member, each vertical member including a plurality of attachment means at spaced intervals there-along for releasable attachment thereto of at least one brace member extending between adjacent formwork support members to form the scaffold structure. | ||||||
| 17 | Thixotropic concrete forming system | US14606193 | 2015-01-27 | US09359778B1 | 2016-06-07 | Kenneth Robert Kreizinger |
| The present invention discloses a method and a forming system that reduces the hydrostatic pressure caused by casting freshly mixed concrete or other cementicious material into a vertical form. Reducing the hydrostatic pressure in forms enables relatively weak materials to be used as forms and minimizes the amount of bracing necessary to support the forms—both of which lead to lower construction costs. The method uses the highly thixotropic properties of no-slump or low-slump concrete which enable the concrete to be quickly changed from a semi-solid state to a liquid state and back to a semi-solid state numerous times before it hardens and without affecting the concrete's quality. Since hydrostatic pressure is only present when a liquid state exists, minimizing the amount of liquid concrete in vertical forms will also minimize the hydrostatic pressure present. | ||||||
| 18 | FORMLINER AND METHOD OF USE | US14137733 | 2013-12-20 | US20140231616A1 | 2014-08-21 | Edward Daniel Fitzgerald; Brian Eugene Sheehan |
| A formliner, sheet, system, and methods of use and manufacture are provided in order to provide a product that can minimize and/or eliminate visible seaming between interconnected formliners during fabrication of a pattern on a curable material. In some embodiments, the formliner can comprise raised sections that define interrelated inner and outer dimensions. Thus, a plurality of formliners can be interconnected by overlaying raised sections thereof. Further, the formliner can comprise one or more detents and one or more protrusions to enable engagement between interconnected formliners without requiring adhesives. In this manner, formliners can be interconnected in a nested manner such that visible seaming between the interconnected formliners is reduced and/or eliminated. | ||||||
| 19 | Formliner and method of use | US12406896 | 2009-03-18 | US08074957B2 | 2011-12-13 | Edward Daniel Fitzgerald; Brian Eugene Sheehan |
| A formliner and method of use are provided in order to minimize and/or eliminate visible seaming between interconnected formliners. In some embodiments, the formliner can comprise raised sections that define interrelated inner and outer dimensions. Thus, a plurality of formliners can be interconnected by overlaying raised sections thereof. Further, the formliner can comprise one or more detents and one or more protrusions to enable engagement between interconnected formliners without requiring adhesives. In this manner, formliners can be interconnected in a nested manner such that visible seaming between the interconnected formliners is reduced and/or eliminated. | ||||||
| 20 | Method and apparatus for the construction of multi-storey buildings | US23591272 | 1972-03-20 | US3818084A | 1974-06-18 | TAMBURINI M |
| A multi-storey building having a reinforced concrete frame is erected by the use of a crane which comprises a horizontal jib movable up and down between vertical masts. The jib extends beyond opposite sides of the masts and a trolley is arranged to run longitudinally of the jib to carry concrete and prefabricated floor slabs as required. The jib also supports the shuttering for the vertical walls and the shuttering has the full height of the walls for a storey. Elevator means are arranged to raise the jib, with the shuttering, as each storey is erected and the crane can also be elevated bodily between the formation of storeys and arranged to be supported by an already erected storey.
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