AU2015100669A4 - Hollow Wall - Google Patents

Hollow Wall Download PDF

Info

Publication number
AU2015100669A4
AU2015100669A4 AU2015100669A AU2015100669A AU2015100669A4 AU 2015100669 A4 AU2015100669 A4 AU 2015100669A4 AU 2015100669 A AU2015100669 A AU 2015100669A AU 2015100669 A AU2015100669 A AU 2015100669A AU 2015100669 A4 AU2015100669 A4 AU 2015100669A4
Authority
AU
Australia
Prior art keywords
wall
hollow wall
voids
panel
concrete
Prior art date
Legal status (The legal status 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 status listed.)
Ceased
Application number
AU2015100669A
Inventor
Aaron Segman
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CONROCK AUSTRALIA Pty Ltd
Original Assignee
CONROCK AUSTRALIA Pty Ltd
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
Priority claimed from AU2014903821A external-priority patent/AU2014903821A0/en
Application filed by CONROCK AUSTRALIA Pty Ltd filed Critical CONROCK AUSTRALIA Pty Ltd
Priority to AU2015100669A priority Critical patent/AU2015100669A4/en
Application granted granted Critical
Publication of AU2015100669A4 publication Critical patent/AU2015100669A4/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The 'Hollow Wall' is a prefabricated concrete vertical panel with voids that will form a shear wall or partition wall that incorporates a column reinforcement cage connecting panel to panel. Developed to provide a safe, clean and efficient alternative in which to provide shear strength to low rise and high-rise multilevel structures. PRECAST CONCRETE 'HOLLOW WALL' LOOR SLAB CAST IN-SITU IMF.GURE..1 .. .l.. R, .l< , . : ::: . X:: .. : . . .:q .., : . . I . ... ::, . . f : - - . :,: .: X - ... Rx . I .".K : ... I

Description

1 Title of Invention: Hollow Wall Background [0001] The 'Hollow Wall' is a precast concrete vertical panel with voids that will form a shear wall or partition wall that incorporates a column reinforcement cage connecting panel to panel. [0002] Developed to provide safe, clean and efficient manner in which to provide shear strength to low rise and high-rise multilevel structures. The Hollow Wall [0003] Precast walls are manufactured off-site with voids cast into the wall. The number of voids can vary depending on the structural drawings and allowance to lighten the walls can be manufacture up to 40% lighter using green concrete. The size of the voids can vary to suit the load requirements. [0004] Hollow Walls are connected together by peers/columns (described below) and are inserted through the voids. Concrete is poured into the voids to secure the column and the wall. Depending on the load requirements, not all voids are required to be filled with concrete and can remain as a void to lighten the wall. The void can also be filled with other materials to reduce acoustic noise, thermal qualities or to be used as a duct for other purposes. [0005] The size of the wall can be altered to suit the requirement of the design, including flexibility in the thickness length and width of the wall and void. [0006] The Hollow Wall allows you to fill the voids in the wall when horizontal slab is poured on site when the wall is secured and in position. The peers/columns [0007] The columns strengthen the wall for side load for wind and earthquake conditions. The Columns vary in size depending on the strength and requirements of the walls. The columns travel through the voids from the footings/base of the building through to the top of the building repeating itself as many times as required. In achieving the required strength for side loads/wind loads or earthquakes the wall void can be filled with either steel bars that form a column; a single bar that achieves greater flexibility or a post tensioning cable.
2 [0008] The bars/columns are overlapped with the previous bar/columns as the building climbs therefore creating continuity. This is inserted through the voids and is then filled with high strength concrete or concrete that the slab has been poured with. Void Mould [0009] The void can be circular, square or otherwise and can be made from any number of materials.

Claims (5)

1. The fabrication of precast walls is done off site with any shape of voids; it can be circular, square or otherwise.
2. Hollow wall incorporates a column reinforcement cage connecting panel to panel which can repeat as many times as required as the building climbs.
3. The column reinforcement can be designed as shear wall to resist side load for wind and earthquake.
4. The void can be filled with other materials to improve acoustic performance, thermal qualities, or filled with high strength grout or concrete that the slab has been poured with.
5. A further claim is to protect the process of installation system of the Hollow Wall, setting reinforcement, placement and finishing in-situ concrete.
AU2015100669A 2014-09-24 2015-05-21 Hollow Wall Ceased AU2015100669A4 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2015100669A AU2015100669A4 (en) 2014-09-24 2015-05-21 Hollow Wall

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AU2014903821A AU2014903821A0 (en) 2014-09-24 The Hollow Wall The Hollow Wall is a precast concrete vertical panel with voids that will form a sheer wall or partition wall that incorporates a steel peer/column connecting panel to panel.
AU2014903821 2014-09-24
AU2015100669A AU2015100669A4 (en) 2014-09-24 2015-05-21 Hollow Wall

Publications (1)

Publication Number Publication Date
AU2015100669A4 true AU2015100669A4 (en) 2015-07-02

Family

ID=53547704

Family Applications (1)

Application Number Title Priority Date Filing Date
AU2015100669A Ceased AU2015100669A4 (en) 2014-09-24 2015-05-21 Hollow Wall

Country Status (1)

Country Link
AU (1) AU2015100669A4 (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989227A (en) * 2017-12-20 2018-05-04 中冶建筑研究总院有限公司 A kind of assembled steel reinforced concrete shear walls structure and its preparation and installation method
CN108005264A (en) * 2017-12-20 2018-05-08 中冶建筑研究总院有限公司 A kind of steel framework constraint precast reinforced concrete shear wall structure and preparation and installation method
CN108005265A (en) * 2017-12-20 2018-05-08 中冶建筑研究总院有限公司 A kind of prefabricated steel reinforced concrete shear wall structure of multilayer and its preparation and construction method
CN108049522A (en) * 2018-01-25 2018-05-18 万保金 Prefabricated outer shear wall
WO2018196152A1 (en) * 2017-04-28 2018-11-01 东南大学 Prefabricated energy-consuming concrete shear wall
WO2018196151A1 (en) * 2017-04-28 2018-11-01 东南大学 Prefabricated cavity-type perpend forming concrete shear wall
CN109024973A (en) * 2018-07-09 2018-12-18 中国矿业大学 A kind of connection structure and its construction method for precast shear wall
CN111155680A (en) * 2019-12-30 2020-05-15 中冶建筑研究总院有限公司 All-bolt connection multilayer prefabricated section steel concrete shear wall structure and preparation and construction method thereof
CN111155681A (en) * 2019-12-30 2020-05-15 中冶建筑研究总院有限公司 Steel concrete composite connection multilayer prefabricated section steel concrete shear wall structure and preparation and construction method thereof
CN111622382A (en) * 2020-05-25 2020-09-04 天津大学 Vertical connection structure of assembled hollow shear wall
CN113944258A (en) * 2021-11-05 2022-01-18 北京天邦巨成科技有限公司 Manufacturing method of hollow shear wall and house building

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018196152A1 (en) * 2017-04-28 2018-11-01 东南大学 Prefabricated energy-consuming concrete shear wall
WO2018196151A1 (en) * 2017-04-28 2018-11-01 东南大学 Prefabricated cavity-type perpend forming concrete shear wall
CN108005264B (en) * 2017-12-20 2023-06-20 中冶建筑研究总院有限公司 Steel frame constraint precast reinforced concrete shear wall structure and preparation and installation methods
CN108005264A (en) * 2017-12-20 2018-05-08 中冶建筑研究总院有限公司 A kind of steel framework constraint precast reinforced concrete shear wall structure and preparation and installation method
CN108005265A (en) * 2017-12-20 2018-05-08 中冶建筑研究总院有限公司 A kind of prefabricated steel reinforced concrete shear wall structure of multilayer and its preparation and construction method
CN107989227A (en) * 2017-12-20 2018-05-04 中冶建筑研究总院有限公司 A kind of assembled steel reinforced concrete shear walls structure and its preparation and installation method
CN107989227B (en) * 2017-12-20 2023-06-20 中冶建筑研究总院有限公司 Assembled steel reinforced concrete shear wall structure and preparation and installation methods thereof
CN108049522A (en) * 2018-01-25 2018-05-18 万保金 Prefabricated outer shear wall
CN109024973A (en) * 2018-07-09 2018-12-18 中国矿业大学 A kind of connection structure and its construction method for precast shear wall
CN111155681B (en) * 2019-12-30 2022-02-22 中冶建筑研究总院有限公司 Steel concrete composite connection multilayer prefabricated section steel concrete shear wall structure and preparation and construction method thereof
CN111155681A (en) * 2019-12-30 2020-05-15 中冶建筑研究总院有限公司 Steel concrete composite connection multilayer prefabricated section steel concrete shear wall structure and preparation and construction method thereof
CN111155680A (en) * 2019-12-30 2020-05-15 中冶建筑研究总院有限公司 All-bolt connection multilayer prefabricated section steel concrete shear wall structure and preparation and construction method thereof
CN111622382A (en) * 2020-05-25 2020-09-04 天津大学 Vertical connection structure of assembled hollow shear wall
CN113944258A (en) * 2021-11-05 2022-01-18 北京天邦巨成科技有限公司 Manufacturing method of hollow shear wall and house building

Similar Documents

Publication Publication Date Title
AU2015100669A4 (en) Hollow Wall
AU2020200977B2 (en) Methods, systems and components for multi-storey building construction
CN106245776A (en) A kind of assembly concrete house close cylinder system
CN103046645A (en) Large span prefabricated monolithic casting structure and construction method
CN105714678B (en) A kind of combined type gravity anchorage
KR101178168B1 (en) Inverted multi tee slab
CN203795650U (en) Integrated building interior and exterior wall structure
KR101445286B1 (en) PC-SF Method for Construction Duration Reduction of Typical Floor
CN104775544A (en) Energy dissipation type coupled anti-seismic wall with reinforcing bars, grouting holes, building blocks and combined coupling beam and manufacturing method
JP5532468B1 (en) Formwork support member in the slab
CN103015563B (en) Outer-block inner-masonry building structure system
CN202831219U (en) Large-span precast monolithic concrete structure
RU61313U1 (en) FENDING DESIGN
KR101616483B1 (en) Construction Method Of Underground Parking Lot Using Precast Concrete Beam With Changing Cross Section
AU2013101346B4 (en) Methods, systems and components for multi-storey building construction
CN203878836U (en) Spliced space truss interlayer floor
AU2013101347B4 (en) Methods, systems and components for multi-storey building construction
CN202882205U (en) Light-weight load-bearing building wall body board with steel meshes
AU2013101345B4 (en) Methods, systems and components for multi-storey building construction
RU136459U1 (en) REINFORCED CONCRETE BUILDING FRAME
CN206189597U (en) Close cylinder system in assembled concrete house
RU2637006C1 (en) Hollow-core floor slab
RU61744U1 (en) MONOLITHIC OVERLAP
RU132099U1 (en) COMBINED MONOLITHIC REINFORCED CONCRETE COVERING
RU159311U1 (en) CONSTRUCTIVE SOLUTION OF A CONSTRUCTED REINFORCED-CONCRETE FRAME, INCLUDING HOLLOW REINFORCED-CONCRETE COLUMNS, HOLLOW REINFORCED-CONCRETE BEAMS (CROSSBARS) AND EMBEDDED FLOOR PLATES FOR CONSTRUCTION

Legal Events

Date Code Title Description
FGI Letters patent sealed or granted (innovation patent)
MK22 Patent ceased section 143a(d), or expired - non payment of renewal fee or expiry