WO2018143792A1 - Formwork structure for wall - Google Patents

Formwork structure for wall Download PDF

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Publication number
WO2018143792A1
WO2018143792A1 PCT/MY2017/050048 MY2017050048W WO2018143792A1 WO 2018143792 A1 WO2018143792 A1 WO 2018143792A1 MY 2017050048 W MY2017050048 W MY 2017050048W WO 2018143792 A1 WO2018143792 A1 WO 2018143792A1
Authority
WO
WIPO (PCT)
Prior art keywords
channel members
rebars
rectangular framework
inter
framework
Prior art date
Application number
PCT/MY2017/050048
Other languages
French (fr)
Inventor
Sing Huat TEE
Original Assignee
Ari Utara Sdn Bhd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ari Utara Sdn Bhd filed Critical Ari Utara Sdn Bhd
Publication of WO2018143792A1 publication Critical patent/WO2018143792A1/en
Priority to PH12019501753A priority Critical patent/PH12019501753A1/en
Priority to ZA2019/05115A priority patent/ZA201905115B/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
    • E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal

Definitions

  • the present invention relates to formwork structure, and more particularly to a solid and rigid formwork structure for use in the construction of concrete walls.
  • Construction uses concrete blocks, clay bricks or stone have been used for ages to build walls. This requires skilled labor and supervision. After the walls have been built, electrical and plumbing elements are installed by scoring channels in the masonry resulting in blemishes that must later be patched. The exterior perimeter needs to be caulked and maintained.
  • Construction systems using prefabricated panels made of concrete which are factory built and assembled on site have the disadvantages that this requires skilled labor, administration, logistics, and planning. They also require a factory, specialized machinery, technical personnel, and a market absorbing the planned production.
  • Another very popular construction system usually for industrial buildings involves producing concrete panels on site.
  • This invention provides a solution to the problems of the existing wall construction methods.
  • This invention provides a formwork structure for a wall, comprising: a framework of rectangular section formed by inter-engaging flat based channel members having elongate slots extending lengthwise along their base; an expanded metal sheet attached to the each side of the framework, a column structure and a beam structure.
  • the column structure and the beam structure are formed by using a plurality of rebars, arranged vertically and horizontally passing through the elongate slots of the inter- engaging flat based channel members.
  • the formwork structure further includes a plurality of slotted channel members arranged at spaced distance within the rectangular framework for providing support to the rebars extending along the length of the rectangular framework.
  • the column structure is formed by the vertically arranged rebars positioned in the elongate slots of top and bottom inter-engaging flat based channel members of the rectangular framework.
  • the beam structure is formed by the horizontally arranged rebars, extends through the elongate slots of the slotted channel members and the inter-engaging flat based channel members of the rectangular framework.
  • the slotted channel members and the inter-engaging flat based channel members are formed from light-weight steel.
  • a wall panel formed using the formwork structure, wherein the formwork structure is filled with concrete material is filled with concrete material.
  • This invention also provides a method to form the formwork structure, comprises steps to: form a framework of a rectangular section by using inter-engaging flat based channel members having elongate slots extending lengthwise along their base; arrange plurality of slotted channel members at spaced distance within the rectangular framework; form a column structure using plurality of rebars by arranging the rebars vertically within the rectangular framework on at least one side; form a beam structure by arranging the rebars horizontally within the rectangular framework; and, attach an expanded metal sheet to the sides of the rectangular framework.
  • the column structure is formed, by arranging the rebars vertically in a position connecting top and bottom inter-engaging flat sided channel members of the rectangular framework
  • the beam structure is formed, by arranging the rebars horizontally in position extending through the elongate slots of the slotted channel members and the inter-engaging flat sided channel members of the rectangular framework.
  • the method to form a wall comprises steps to fill concrete material within the formwork.
  • Figure 1 illustrates one form of the formwork structure, according to the invention
  • Figure 2a and 2b illustrates column structure formed on sides of the formwork structure, according to the invention
  • Figure 3 a illustrates beam structure formed in the formwork structure, according to the invention.
  • Figure 3b illustrates side view of the beam structure, according to the invention.
  • the formwork structure (100) is a light weight formwork structure comprises: inter-engaging flat based channel members (110a, 110b, 110c, and llOd), plurality of slotted channel members (120), rebars (160) and structural mesh (130).
  • the inter-engaging flat based channel members (110a, 110b, 110c, and HOd) has elongate slots along their base.
  • a framework of rectangular section is formed by using four inter engaging flat sided channel members (110a, 110b, 110c, and HOd).
  • the slotted channel members (120) are arranged vertically at equally spaced distance within the rectangular framework, such that it connects top and bottom channel members (110c, 110a) of the framework.
  • the channel members are made from light weight steel.
  • the light weight formwork structure (100) includes column structure (140) and beam structure (150) arranged within the rectangular framework.
  • the column structure (140) is formed vertically anywhere within the rectangular framework to carry compressive load.
  • the beam structure (150) is formed longitudinally is supported by the column structures (140) and the internal slotted channel members (120) to carry bending load.
  • the arrangement of the column - beam structure (140, 150) is in such a way that the formwork structure (100) is simultaneously able to carry both compressive and bending load.
  • the structural mesh (130) is attached on the both sides of the formwork structure (100).
  • the channel members (120) are connected to the structural mesh (130) using a plug, screw, nail, bolt or any other means of connection in such a way that the formwork structure (100) is able to receive the concrete or cement mixture through the slots.
  • the concrete is poured into the formwork structure (100), in which the mesh would attach to the concrete to form the wall.
  • the structural mesh (130) has minute opening that the poured concrete is contained within the formwork structure (100) without flowing freely through the apertures. Further, the concrete is plastered or applied with a plasterwork to smoothen the structure.
  • the column structure (140) formed within the rectangular framework using the plurality of rebars (160).
  • the column structure (140) is formed by the arrangement of the rebars (160) vertically, which connects the bottom and top channel members (110a, 110c).
  • the rebars (160) are arranged vertically in the elongated slots of the bottom channel member (110a) and extends through the elongate slots in the top channel member (110c).
  • the vertically arranged rebars (160) are held together in position using ties (170) at pre-determined location across its length. This arrangement forms the column structure (140) with stability, strength and able to carry compressive load.
  • the beam structure (150) is formed near the top channel member (110c) of the rectangular framework using the rebars (160).
  • the rebars (160) are arranged horizontally connects the sides of the rectangular framework parallel to the top channel member (110c) of the rectangular framework. Where, these horizontally arranged rebars (160) passes through the elongate slots of the internal slotted channel members (120) arranged within the rectangular framework.
  • the horizontal rebars (160) are held together in position using the ties (170) at the predetermined location across it to form the beam structure (150) and is able to carry bending load.
  • the method to form a formwork structure (100) comprises steps: form the rectangular section of a framework by using inter-engaging flat based channel members (110a, 110b, 110c, HOd) having elongate slots extending lengthwise along their base; arrange the plurality of slotted channel members (120) at spaced distance within the rectangular framework; form the column structure (140) using plurality of rebars (160) by arranging the rebars (160) vertically within the rectangular framework on at least one side; form the beam structure (150) by arranging the rebars (160) horizontally within the rectangular framework; and, attach an expanded metal sheet to the sides of the rectangular framework.
  • the column structure (140) is formed, by arranging the rebars (160) vertically in a position connecting top and bottom inter- engaging flat based channel members (110a, 110c) of the rectangular framework.
  • the beam structure (150) is formed, by arranging the rebars (160) horizontally in position connecting the sides of the framework and passing through the elongate slots of the slotted channel members (120).
  • a wall panel is formed using the formwork structure (100), where the concrete material is poured into the formwork structure (100). Further, a layer of plaster is layered over the concrete wall panel.
  • the configuration and assembly method for formwork structure (100) has great effects in the quality and construction work.
  • the pre-punch holes or purlins will allow the concrete or mortar flow better to both sides and provides better performance on strength of the wall built using the formwork structure (100).
  • the formwork structure (100) is built to be user friendly installation, eco-friendly, no timber products are needed, therefore it's easy to handle in terms of delivery or logistic, lesser time and requires less manpower. Further, the formwork structure (100) does not need the use of additional support members and is convenient to be installed on site, has reasonable design and is stable for practical applications. It further able to connect a various components and eliminate accumulated errors that accrued during the installation work.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A formwork structure (100) for wall, comprises: a framework of rectangular section formed by inter-engaging flat based channel members (110a, 110b, 110c, 110d) having elongate slots extending lengthwise along their base; an expanded metal sheet (130) attached to the sides of the rectangular framework; a column structure (140); and, a beam structure (150), wherein the column structure (140) and the beam structure (150) are formed within the rectangular framework by using a plurality of rebars (160), arranged vertically and horizontally and passing through the elongate slots of the inter-engaging flat based channel members (110).

Description

FORMWORK STRUCTURE FOR WALL
FIELD OF INVENTION The present invention relates to formwork structure, and more particularly to a solid and rigid formwork structure for use in the construction of concrete walls.
BACKGROUND ART Existing methods for constructions of walls have several disadvantages. Construction uses concrete blocks, clay bricks or stone have been used for ages to build walls. This requires skilled labor and supervision. After the walls have been built, electrical and plumbing elements are installed by scoring channels in the masonry resulting in blemishes that must later be patched. The exterior perimeter needs to be caulked and maintained.
Construction systems using prefabricated panels made of concrete which are factory built and assembled on site have the disadvantages that this requires skilled labor, administration, logistics, and planning. They also require a factory, specialized machinery, technical personnel, and a market absorbing the planned production. Another very popular construction system usually for industrial buildings involves producing concrete panels on site.
This invention provides a solution to the problems of the existing wall construction methods.
SUMMARY OF INVENTION
This invention provides a formwork structure for a wall, comprising: a framework of rectangular section formed by inter-engaging flat based channel members having elongate slots extending lengthwise along their base; an expanded metal sheet attached to the each side of the framework, a column structure and a beam structure. The column structure and the beam structure are formed by using a plurality of rebars, arranged vertically and horizontally passing through the elongate slots of the inter- engaging flat based channel members.
Preferably, the formwork structure further includes a plurality of slotted channel members arranged at spaced distance within the rectangular framework for providing support to the rebars extending along the length of the rectangular framework. Preferably, the column structure is formed by the vertically arranged rebars positioned in the elongate slots of top and bottom inter-engaging flat based channel members of the rectangular framework.
Preferably, the beam structure is formed by the horizontally arranged rebars, extends through the elongate slots of the slotted channel members and the inter-engaging flat based channel members of the rectangular framework.
Preferably, the slotted channel members and the inter-engaging flat based channel members are formed from light-weight steel.
Preferably, a wall panel formed using the formwork structure, wherein the formwork structure is filled with concrete material.
This invention also provides a method to form the formwork structure, comprises steps to: form a framework of a rectangular section by using inter-engaging flat based channel members having elongate slots extending lengthwise along their base; arrange plurality of slotted channel members at spaced distance within the rectangular framework; form a column structure using plurality of rebars by arranging the rebars vertically within the rectangular framework on at least one side; form a beam structure by arranging the rebars horizontally within the rectangular framework; and, attach an expanded metal sheet to the sides of the rectangular framework. Preferably, the column structure is formed, by arranging the rebars vertically in a position connecting top and bottom inter-engaging flat sided channel members of the rectangular framework
Preferably, the beam structure is formed, by arranging the rebars horizontally in position extending through the elongate slots of the slotted channel members and the inter-engaging flat sided channel members of the rectangular framework.
Preferably, the method to form a wall comprises steps to fill concrete material within the formwork.
DESCRIPTION OF PREFERRED EMBODIMENT
The invention will now be described in greater detail with reference to the drawings in which
Figure 1 illustrates one form of the formwork structure, according to the invention;
Figure 2a and 2b illustrates column structure formed on sides of the formwork structure, according to the invention;
Figure 3 a illustrates beam structure formed in the formwork structure, according to the invention; and,
Figure 3b illustrates side view of the beam structure, according to the invention.
As shown in figure 1, the formwork structure (100) is a light weight formwork structure comprises: inter-engaging flat based channel members (110a, 110b, 110c, and llOd), plurality of slotted channel members (120), rebars (160) and structural mesh (130). The inter-engaging flat based channel members (110a, 110b, 110c, and HOd) has elongate slots along their base. A framework of rectangular section is formed by using four inter engaging flat sided channel members (110a, 110b, 110c, and HOd). The slotted channel members (120) are arranged vertically at equally spaced distance within the rectangular framework, such that it connects top and bottom channel members (110c, 110a) of the framework. The channel members are made from light weight steel.
Further, the light weight formwork structure (100) includes column structure (140) and beam structure (150) arranged within the rectangular framework. The column structure (140) is formed vertically anywhere within the rectangular framework to carry compressive load. The beam structure (150) is formed longitudinally is supported by the column structures (140) and the internal slotted channel members (120) to carry bending load. The arrangement of the column - beam structure (140, 150) is in such a way that the formwork structure (100) is simultaneously able to carry both compressive and bending load.
Referring to figure 1, the structural mesh (130) is attached on the both sides of the formwork structure (100). The channel members (120) are connected to the structural mesh (130) using a plug, screw, nail, bolt or any other means of connection in such a way that the formwork structure (100) is able to receive the concrete or cement mixture through the slots. The concrete is poured into the formwork structure (100), in which the mesh would attach to the concrete to form the wall. The structural mesh (130) has minute opening that the poured concrete is contained within the formwork structure (100) without flowing freely through the apertures. Further, the concrete is plastered or applied with a plasterwork to smoothen the structure.
As shown in figure 2a and 2b, the column structure (140) formed within the rectangular framework using the plurality of rebars (160). The column structure (140) is formed by the arrangement of the rebars (160) vertically, which connects the bottom and top channel members (110a, 110c). The rebars (160) are arranged vertically in the elongated slots of the bottom channel member (110a) and extends through the elongate slots in the top channel member (110c). The vertically arranged rebars (160) are held together in position using ties (170) at pre-determined location across its length. This arrangement forms the column structure (140) with stability, strength and able to carry compressive load. As shown in figure 3a and 3b, the beam structure (150) is formed near the top channel member (110c) of the rectangular framework using the rebars (160). The rebars (160) are arranged horizontally connects the sides of the rectangular framework parallel to the top channel member (110c) of the rectangular framework. Where, these horizontally arranged rebars (160) passes through the elongate slots of the internal slotted channel members (120) arranged within the rectangular framework. The horizontal rebars (160) are held together in position using the ties (170) at the predetermined location across it to form the beam structure (150) and is able to carry bending load. The method to form a formwork structure (100), comprises steps: form the rectangular section of a framework by using inter-engaging flat based channel members (110a, 110b, 110c, HOd) having elongate slots extending lengthwise along their base; arrange the plurality of slotted channel members (120) at spaced distance within the rectangular framework; form the column structure (140) using plurality of rebars (160) by arranging the rebars (160) vertically within the rectangular framework on at least one side; form the beam structure (150) by arranging the rebars (160) horizontally within the rectangular framework; and, attach an expanded metal sheet to the sides of the rectangular framework. The column structure (140) is formed, by arranging the rebars (160) vertically in a position connecting top and bottom inter- engaging flat based channel members (110a, 110c) of the rectangular framework. The beam structure (150) is formed, by arranging the rebars (160) horizontally in position connecting the sides of the framework and passing through the elongate slots of the slotted channel members (120). A wall panel is formed using the formwork structure (100), where the concrete material is poured into the formwork structure (100). Further, a layer of plaster is layered over the concrete wall panel. The configuration and assembly method for formwork structure (100) has great effects in the quality and construction work. The pre-punch holes or purlins will allow the concrete or mortar flow better to both sides and provides better performance on strength of the wall built using the formwork structure (100). The formwork structure (100) is built to be user friendly installation, eco-friendly, no timber products are needed, therefore it's easy to handle in terms of delivery or logistic, lesser time and requires less manpower. Further, the formwork structure (100) does not need the use of additional support members and is convenient to be installed on site, has reasonable design and is stable for practical applications. It further able to connect a various components and eliminate accumulated errors that accrued during the installation work.

Claims

A formwork structure (100) for a wall, comprising:
a framework of rectangular section formed by inter-engaging flat based channel members (110a, 110b, 110c, HOd) having elongate slots extending lengthwise along their base;
an expanded metal sheet (130) attached to the sides of the rectangular framework;
a column structure (140); and,
a beam structure (150),
wherein the column structure (140) and the beam structure (150) are formed within the rectangular framework by using a plurality of rebars (160), arranged vertically and horizontally and passing through the elongate slots of the inter- engaging flat based channel members (110).
A formwork structure (100) according to claim 1, further includes a plurality of slotted channel members (120) arranged at spaced distance within the rectangular framework for providing support to the rebars (160) extending along the length of the rectangular framework.
A formwork structure (100) according to claims 1 or 2, wherein the column structure (140) is formed by the vertically arranged rebars (160) positioned in the elongate slots of top and bottom inter-engaging flat based channel members (110a, 110c) of the rectangular framework.
A formwork structure (100) according to anyone of claims 1 to 3, wherein the beam structure is formed by the horizontally arranged rebars (160), extends through the elongate slots of the slotted channel members (120) and the inter- engaging flat based channel members of the rectangular framework.
5. A formwork structure (100) according to anyone of the above preceding claims, wherein the slotted channel members (120) and the inter- engaging flat based channel members are formed from light-weight steel.
A wall panel formed using the formwork structure (100), according to anyone of the above preceding claims, wherein the formwork structure is filled with concrete material.
A method for forming a formwork structure (100), comprising steps of:
forming a framework of a rectangular section, by using inter-engaging flat based channel members (110a, 110b, 110c, HOd) having elongate slots extending lengthwise along their base;
arranging plurality of slotted channel members (120) at spaced distance within the rectangular framework;
forming a column structure (140) using plurality of rebars (160) by arranging the rebars (160) vertically within the rectangular framework;
forming a beam structure (150) by arranging the rebars (160) horizontally within the rectangular framework; and,
attaching an expanded metal sheet to the sides of the rectangular framework.
8. A method of claim 6, wherein forming the column structure (140), by arranging the rebars (160) vertically in a position connecting top and bottom inter-engaging flat based channel members (110a, 110c) of the rectangular framework.
A method of claim 6, wherein forming the beam structure (150), by arranging the rebars (160) horizontally extending through the elongate slots of the slotted channel members (120) and the inter-engaging flat based channel members of the rectangular framework.
10. A method for forming a wall panel according to any of the above preceding claims, further comprising steps to fill concrete material within the formwork structure.
PCT/MY2017/050048 2017-02-02 2017-08-11 Formwork structure for wall WO2018143792A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PH12019501753A PH12019501753A1 (en) 2017-02-02 2019-07-29 Formwork structure for wall
ZA2019/05115A ZA201905115B (en) 2017-02-02 2019-08-01 Formwork structure for wall

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
MYPI2017700362A MY188297A (en) 2017-02-02 2017-02-02 Formwork structure for wall
MYPI2017700362 2017-02-02

Publications (1)

Publication Number Publication Date
WO2018143792A1 true WO2018143792A1 (en) 2018-08-09

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ID=63040798

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/MY2017/050048 WO2018143792A1 (en) 2017-02-02 2017-08-11 Formwork structure for wall

Country Status (4)

Country Link
MY (1) MY188297A (en)
PH (1) PH12019501753A1 (en)
WO (1) WO2018143792A1 (en)
ZA (1) ZA201905115B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110130522A (en) * 2019-05-17 2019-08-16 山东联兴绿厦建筑科技有限公司 Grillage unifies lining structure and production method
CN110130526A (en) * 2019-05-22 2019-08-16 山东联兴绿厦建筑科技有限公司 Grillage unifies fireproof inner wall plate structure and production method

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Publication number Priority date Publication date Assignee Title
US2151399A (en) * 1936-09-26 1939-03-21 Eugene B White Building construction
US2200636A (en) * 1936-04-13 1940-05-14 Roy Lacy Metal wall building construction
US4409764A (en) * 1976-08-02 1983-10-18 Ennis H. Proctor System and method for reinforced concrete construction
US5038541A (en) * 1988-04-01 1991-08-13 Gibbar Jr James H Polymer building wall form construction
WO1997030235A1 (en) * 1996-02-19 1997-08-21 Tuomo Juola Composite-structure building framework
WO2010014192A1 (en) * 2008-07-29 2010-02-04 Dennis Leblang A building construction for forming columns and beams within a wall mold
US20120047816A1 (en) * 2010-08-24 2012-03-01 Empire Technology Development Llc Prefabricated wall panels
US20130014458A1 (en) * 2011-07-14 2013-01-17 Miranda Homes Wall structure having prefabricated, permanent form
AU2013204418A1 (en) * 2012-10-19 2014-05-08 Smart Walling Systems Pty Ltd An improved building panel
US8733048B1 (en) * 2013-12-20 2014-05-27 Highland Technologies, LLC Multi-story durable wall construction
US20160032580A1 (en) * 2007-06-22 2016-02-04 Diversakore Llc Framing structure
WO2016085324A1 (en) * 2014-11-28 2016-06-02 Ari Utara Sdn. Bhd. Light weight wall structure

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2200636A (en) * 1936-04-13 1940-05-14 Roy Lacy Metal wall building construction
US2151399A (en) * 1936-09-26 1939-03-21 Eugene B White Building construction
US4409764A (en) * 1976-08-02 1983-10-18 Ennis H. Proctor System and method for reinforced concrete construction
US5038541A (en) * 1988-04-01 1991-08-13 Gibbar Jr James H Polymer building wall form construction
WO1997030235A1 (en) * 1996-02-19 1997-08-21 Tuomo Juola Composite-structure building framework
US20160032580A1 (en) * 2007-06-22 2016-02-04 Diversakore Llc Framing structure
WO2010014192A1 (en) * 2008-07-29 2010-02-04 Dennis Leblang A building construction for forming columns and beams within a wall mold
US20120047816A1 (en) * 2010-08-24 2012-03-01 Empire Technology Development Llc Prefabricated wall panels
US20130014458A1 (en) * 2011-07-14 2013-01-17 Miranda Homes Wall structure having prefabricated, permanent form
AU2013204418A1 (en) * 2012-10-19 2014-05-08 Smart Walling Systems Pty Ltd An improved building panel
US8733048B1 (en) * 2013-12-20 2014-05-27 Highland Technologies, LLC Multi-story durable wall construction
WO2016085324A1 (en) * 2014-11-28 2016-06-02 Ari Utara Sdn. Bhd. Light weight wall structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110130522A (en) * 2019-05-17 2019-08-16 山东联兴绿厦建筑科技有限公司 Grillage unifies lining structure and production method
CN110130526A (en) * 2019-05-22 2019-08-16 山东联兴绿厦建筑科技有限公司 Grillage unifies fireproof inner wall plate structure and production method

Also Published As

Publication number Publication date
PH12019501753A1 (en) 2019-09-23
MY188297A (en) 2021-11-25
ZA201905115B (en) 2020-05-27

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