公开(公告)号：WO2016010488A1

公开(公告)日：2016-01-21

申请号：PCT/TH2015/000044

申请日：2015-07-16

Applicant: SIAM MORTAR CO., LTD.

Inventor： SURIYAPANANONT, Rawat ,  PINTAPATE, Aumjai

IPC: E04G11/06 ,  E04G9/10 ,  E04B2/84

CPC classification number: E04G11/18 ,  E04B2002/8682 ,  E04G11/06 ,  E04G21/04 ,  E04G21/0472

Abstract: The present invention relates to a cast-in-place wall construction method comprising the steps of: determining the wall line; forming kicker along the determined wall line; providing at least one of heat protection material or sound protection material or water protection material inside the formwork; installing the formwork along the wall line such that there is a gap between the two panels of the formwork or a gap between one panel of the formwork and a rigid body located on the opposite side of said panel; filling the binder into the gap of the formwork; leaving said binder to harden and to cure within the formwork; and removing the formwork. According to the invention, the filling of binder into the gap of the formwork is carried out by positioning an end of at least one binder filling tube above the slurry surface level at which the binder is to be filled, with at least one binder filling tube being moved vertically or horizontally or with at least one binder filling tube being moved both vertically and horizontally in a relative manner.

Abstract translation: 本发明涉及一种现浇墙施工方法，包括以下步骤：确定墙线; 沿着确定的墙线形成踢球者; 在模板内提供至少一种防热材料或防护材料或防水材料; 沿着墙线安装模板，使得模板的两个面板之间存在间隙或模板的一个面板之间的间隙和位于所述面板的相对侧上的刚体; 将粘合剂填充到模板的间隙中; 使所述粘合剂在模板内硬化和固化; 并移除模板。 根据本发明，通过将至少一个粘合剂填充管的端部定位在待填充粘合剂的浆料表面水平面上方的至少一个粘合剂填充管上，将粘合剂填充到模板的间隙中 垂直或水平移动或至少一个粘合剂填充管以相对的方式垂直和水平地移动。

公开(公告)号：WO2016010487A1

公开(公告)日：2016-01-21

申请号：PCT/TH2015/000043

申请日：2015-07-16

Applicant: SIAM MORTAR CO., LTD.

Inventor： SURIYAPANANONT, Rawat ,  PINTAPATE, Aumjai

IPC: E04G11/06 ,  E04G9/10 ,  E04B2/84

CPC classification number: E04G11/06 ,  E04B2002/8682 ,  E04G11/18 ,  E04G21/04 ,  E04G21/0472

Abstract: The present invention relates to a cast-in-place wall construction method comprising the steps of: determining the wall line; forming kicker along the determined wall line; providing at least one of heat protection material or sound protection material or water protection material inside the formwork; installing the formwork along the wall line such that there is a gap between the two panels of the formwork or a gap between one panel of the formwork and a rigid body located on the opposite side of said panel; filling the mortar into the gap of the formwork; leaving said mortar to harden and to cure within the formwork; and removing the formwork. According to the invention, the filling of mortar into the gap of the formwork is carried out by positioning an end of at least one mortar filling tube above the slurry surface level at which the mortar is to be filled, with at least one mortar filling tube being moved vertically or horizontally or with at least one mortar filling tube being moved both vertically and horizontally in a relative manner.

Abstract translation: 本发明涉及一种现浇墙施工方法，包括以下步骤：确定墙线; 沿着确定的墙线形成踢球者; 在模板内提供至少一种热保护材料或防声材料或防水材料; 沿着墙线安装模板，使得模板的两个面板之间存在间隙或模板的一个面板之间的间隙和位于所述面板的相对侧上的刚体; 将砂浆填充到模板的间隙中; 留下砂浆在模板内硬化和固化; 并移除模板。 根据本发明，通过至少一个砂浆填充管将至少一个砂浆填充管的端部定位在浆料表面水平面上方，将砂浆填充到模板的间隙中 垂直或水平移动或至少一个砂浆填充管以相对的方式垂直和水平地移动。

公开(公告)号：WO2011031412A3

公开(公告)日：2012-12-27

申请号：PCT/US2010045421

申请日：2010-08-13

Applicant: TF SYSTEM THE VERTICAL ICF INC ,  SPUDE GERALD ,  HUFF STEVEN ,  DANNER BRYAN

Inventor： SPUDE GERALD ,  HUFF STEVEN ,  DANNER BRYAN

IPC: E04B2/86 ,  E04G11/14

CPC classification number: E04G11/14 ,  B29D99/001 ,  E04B2/8652 ,  E04B2002/867 ,  E04B2002/8682 ,  E04B2002/8688 ,  E04G9/10 ,  E04G11/06 ,  E04G17/002 ,  E04G17/047 ,  E04G2011/067 ,  E04G2017/0646

Abstract: A construction form system for forming concrete walls for use as above grade walls, foundations, frost walls, exterior envelopes, and the like, is disclosed. The system includes a plurality of pairs of opposing vertical forming panels spaced from each other to define a forming cavity disposed to receive a hardenable material. Each pair of opposing forming panels comprises an inner panel forming part of an inner wall and an outer panel forming part of an outer wall. The system also includes an outer rail positioned between each adjacent pair of outer forming panels and an inner rail positioned between each adjacent pair of inner forming panels. The inner forming panels comprise support panels configured to be selectively addable and removable from between each adjacent pair of inner rails prior to and subsequent to a pouring of the hardenable material into the cavity.

Abstract translation: 公开了一种用于形成用于上述级别墙壁，地基，霜墙壁，外部信封等的混凝土墙体的结构形式系统。 该系统包括彼此间隔开的多对相对的垂直成形板，以限定设置成容纳可硬化材料的成形腔。 每对相对的成形板包括形成内壁的一部分的内板和形成外壁的一部分的外板。 该系统还包括位于每个相邻的一对外部成形板之间的外轨道和位于每个相邻的一对内部成形板之间的内部轨道。 内部成形板包括支撑板，其被配置成在将可硬化材料注入空腔之前和之后，从每个相邻的一对内轨之间选择性地可添加和拆卸。

公开(公告)号：WO2009049042A1

公开(公告)日：2009-04-16

申请号：PCT/US2008/079339

申请日：2008-10-09

Applicant: ACCELERATED BUILDING TECHNOLOGIES LLC

Inventor： BOWMAN, Jay, J.

IPC: E04B2/86

CPC classification number: E04B2/8611 ,  E04B2002/867 ,  E04B2002/8682

Abstract: An insulated concrete forming panel comprising an insulative interior wall portion (14) that provides a form for supporting uncured concrete, wherein the uncured concrete forms a concrete structural portion upon curing of the uncured concrete, and' wherein the insulative interior wall portion (14) remains attached to the concrete structural portion after formation.

Abstract translation: 一种绝缘混凝土形成板，包括提供用于支撑未固化混凝土的模板的绝缘内壁部分（14），其中所述未固化混凝土在未固化混凝土固化时形成混凝土结构部分，并且其中所述绝缘内壁部分（14） 在形成后仍保留在混凝土结构部分。

公开(公告)号：WO2008151355A1

公开(公告)日：2008-12-18

申请号：PCT/AU2008/000660

申请日：2008-05-12

Applicant: TRISTANAGH PTY LTD ,  MACDONALD, Ian

Inventor： MACDONALD, Ian

IPC: E04B2/86 ,  E04C2/34 ,  F16S1/10

CPC classification number: E04B2/842 ,  E04B2002/8682 ,  E04C2/34

Abstract: A panel assembly for a building structure including a support frame that is mountable relative to a building substrate, the support frame including a plurality of first members extending in a first direction and at least one member extending in a second direction and overlaying the members in the first direction, at least one sheeting member provided on at least one side of the support frame so that the support frame and the structural sheeting define a zone for a cementitious material, and a layer of cementitious material positioned against the structural sheeting to at least partially fill the zone.

Abstract translation: 一种用于建筑结构的面板组件，包括可相对于建筑基板安装的支撑框架，所述支撑框架包括沿第一方向延伸的多个第一构件和沿第二方向延伸的至少一个构件， 第一方向，至少一个片材构件设置在支撑框架的至少一侧上，使得支撑框架和结构板材限定用于胶结材料的区域，以及一层水泥质材料，其抵抗结构片材定位至少部分地 填写区域。

公开(公告)号：WO2004088064A1

公开(公告)日：2004-10-14

申请号：PCT/EP2004/050401

申请日：2004-03-31

Applicant: NUOVA CEVAL S.R.L. ,  LUCHINI, Claudio

Inventor： LUCHINI, Claudio

IPC: E04G23/02

CPC classification number: E04G23/0218 ,  E02D29/0225 ,  E02D29/0266 ,  E04B2002/8682

Abstract: A method for making coating walls (1) , according to which a first row of modular panels (5) and at least one second row of modular panels (20) are formed on a base surface (4), one on top of the other, in positions facing a surface (2) to be coated. The space between the panels (6, 19) and the surface (2) to bc coated is filled by concrete, to make a first casting and at least one second casting one after the other to obtain a first horizontal layer of concrete (18) and, respectively, at least one second horizontal layer of concrete (27) set on top of one another.

Abstract translation: 一种制造涂覆壁（1）的方法，根据该方法，第一排模块化面板（5）和至少一排第二排模块化面板（20）形成在基面（4）上，一个在另一个之上 在面向待涂覆的表面（2）的位置。 面板（6,19）与涂覆的表面（2）至bc之间的空间由混凝土填充，以进行第一次铸造和至少一次第二次铸造，从而获得第一水平的混凝土层（18） 和分别设置在彼此之上的至少一个第二水平的水泥层（27）。

公开(公告)号：WO2014138841A1

公开(公告)日：2014-09-18

申请号：PCT/CA2013/050211

申请日：2013-03-15

Applicant: LES PLASTIQUES CELLULAIRES POLYFORM INC.

Inventor： BOMBARDIER, Léon ,  SNIDER, Murray ,  FARAH, Mathieu ,  BEAUCHESNE, François

IPC: E04B2/86 ,  E04G11/06 ,  E04G17/06

CPC classification number: E04G17/0658 ,  E04B2/8635 ,  E04B2/8647 ,  E04B2002/8682 ,  E04B2002/8694

Abstract: A hybrid connector for tying together a detachable panel and a foam panel in opposed and parallel spaced relation to make a form for receiving flowable material is disclosed. The hybrid connector includes a first elongated side member which is embedded into the foam panel, and an opposed second side member which is removably secured to the detachable panel. The second side member includes an elongated support frame which can be connected to the web member, and further includes at least one screw-receiving sleeve which extends across from the support frame, and which can be removably secured to the detachable panel. The hybrid connector may therefore advantageously allow the tied panels to form an assembly which can receive a pour of flowable material and resist the loads generated thereby. Advantageously, the detachable panel can be easily removed from the hardened formation, thus providing an exposed outer surface which is substantially smooth and free of projections. A related system and method are also disclosed.

Abstract translation: 公开了一种用于将可拆卸面板和泡沫面板以相对和平行隔开的关系结合在一起以形成用于接收可流动材料的混合连接器。 混合连接器包括嵌入泡沫板中的第一细长侧构件和可拆卸地固定到可拆卸面板的相对的第二侧构件。 第二侧构件包括可连接到腹板构件的细长支撑框架，并且还包括至少一个从支撑框架延伸并且可拆卸地固定到可拆卸面板的螺钉接收套筒。 因此，混合连接器可以有利地允许捆绑板形成可以接收可流动材料的倾倒并抵抗由此产生的负载的组件。 有利地，可拆卸板可以容易地从硬化地层中移除，从而提供暴露的外表面，其基本上平滑且没有突起。 还公开了相关的系统和方法。

公开(公告)号：WO2007134518A1

公开(公告)日：2007-11-29

申请号：PCT/CN2007/001189

申请日：2007-04-12

Applicant: 陈信孚 ,  曲萍

Inventor： 陈信孚 ,  曲萍

IPC: E04B1/80

CPC classification number: E04B1/161 ,  E04B1/165 ,  E04B1/86 ,  E04B5/261 ,  E04B5/266 ,  E04B5/268 ,  E04B2001/7679 ,  E04B2002/8682

Abstract: A structure system of concrete building for self-heat insulation comprises a wall (1), a link beam (2) and a floor slab (3). The wall is composed of a prefabricated concrete wall for heat insulation (11) and a cast-in-place concrete wall (12). The prefabricated concrete wall (11) is a concrete panel (5), one surface of which is covered with heat insulation layer (4), and the prefabricated concrete wall (11) and the cast-in-place concrete wall (12) are cast and folded to be an integral. At the joint of the link beam and an outer wall, the link beam and the top and bottom cast-in-place concrete walls are cast to be an integral. The outer end of the link beam is covered with heat insulation layer. At the joint of the floor slab and the link beam, they are cast to be an integral.

公开(公告)号：WO2005042863A1

公开(公告)日：2005-05-12

申请号：PCT/AU2004/001502

申请日：2004-10-29

Applicant: PRECISIONWALL HOLDINGS PTY LTD ,  CARLISLE, Geoffrey ,  GOLDBY, Bruce, Howard

Inventor： CARLISLE, Geoffrey ,  GOLDBY, Bruce, Howard

IPC: E04B2/86

CPC classification number: E04B2/8652 ,  E04B2002/867 ,  E04B2002/8682

Abstract: There is provided a building formwork module (12) for use in a modular formwork system (10). The module (12) comprises a first face (14) and a second face (16) that are connected by a web (20). The faces (14,16) and web (2) define two channels (22, 24) that extend along the longitudinal length of the module (12). The channels (22, 24) are able to accommodate wall forming material such that the wall forming material is able to solidify therein. The web (12) in the module (14) provides the module (12) with a rigidity that maintains a relatively flat outer surface on at least the first side (14) of the module (12) against what would be the pressure applied by wall forming material as it solidifies within the two channels (22, 24).

Abstract translation: 提供了一种用于模块化模板系统（10）的建筑模板模块（12）。 模块（12）包括通过网（20）连接的第一面（14）和第二面（16）。 面（14,16）和腹板（2）限定沿着模块（12）的纵向长度延伸的两个通道（22,24）。 通道（22,24）能够容纳壁形成材料，使得壁形成材料能够在其中固化。 模块（14）中的腹板（12）为模块（12）提供刚性，其在至少模块（12）的第一侧（14）上保持相对平坦的外表面抵抗由 壁形成材料，因为它在两个通道（22,24）内固化。

公开(公告)号：WO02029310A1

公开(公告)日：2002-04-11

申请号：PCT/NL2001/000725

申请日：2001-10-02

IPC: E04H7/18 ,  B05B13/04 ,  B65D88/06 ,  B65D90/04 ,  B65D90/06 ,  E04B1/80 ,  E04B2/86 ,  F17C3/02 ,  F17C3/04

CPC classification number: E04B1/80 ,  E04B2002/8682 ,  F17C3/022 ,  F17C2201/0104 ,  F17C2203/0333 ,  F17C2203/0358 ,  F17C2203/0607 ,  F17C2203/0619 ,  F17C2203/0629 ,  F17C2203/0636 ,  F17C2203/0678 ,  F17C2205/0111 ,  F17C2209/2109 ,  F17C2209/232 ,  F17C2223/0161

Abstract: A storage tank (100) with a pre-insulated outer tank (110) has been described, and a method for building such. For building a wall (112) of an outer tank (110), a formwork (90) is erected with an inner partition (92) to which PVC-foam plates (10) have been attached, which at their inner surface (2) are provided with a coating (3) provided with gravel (4). Subsequently, concrete (94) is poured into the inner formwork space (93), which concrete attaches firmly to the gravel sticking out of the coating. On a floor (111), a coating layer (121) is applied, over which a layer of PVC-foam plates (122) is applied. Subsequently, a secondary monolithic coating layer (123) is sprayed over those PVC-foam plates (122) and onto the inner surface of the coated PVC-plates 10 of the wall (112).

Abstract translation: 已经描述了具有预绝缘外箱（110）的储罐（100），以及用于建造这种罐的方法。 为了构建外箱（110）的壁（112），模板（90）竖立有已经附接有PVC泡沫板（10）的内隔板（92），在其内表面（2）处， 设置有设置有砂砾（4）的涂层（3）。 随后，将混凝土（94）倒入内部模板空间（93）中，该混凝土牢固地附着在从涂层中伸出的砂砾上。 在地板（111）上，涂覆涂层（121），在其上施加一层PVC泡沫板（122）。 随后，将二次整块涂层（123）喷涂在那些PVC-泡沫板（122）上并涂覆到壁（112）的涂覆的PVC板10的内表面上。