CA3047467A1 - Concrete building structure and method - Google Patents
Concrete building structure and method Download PDFInfo
- Publication number
- CA3047467A1 CA3047467A1 CA3047467A CA3047467A CA3047467A1 CA 3047467 A1 CA3047467 A1 CA 3047467A1 CA 3047467 A CA3047467 A CA 3047467A CA 3047467 A CA3047467 A CA 3047467A CA 3047467 A1 CA3047467 A1 CA 3047467A1
- Authority
- CA
- Canada
- Prior art keywords
- panels
- concrete
- create
- foundation
- reinforced
- 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.)
- Abandoned
Links
- 238000000034 method Methods 0.000 title claims abstract description 23
- 239000004567 concrete Substances 0.000 title claims abstract description 14
- 239000011178 precast concrete Substances 0.000 claims abstract description 21
- 238000010276 construction Methods 0.000 claims abstract description 9
- 239000002689 soil Substances 0.000 claims abstract description 6
- 238000009429 electrical wiring Methods 0.000 claims description 4
- 239000010865 sewage Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000011796 hollow space material Substances 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims 1
- 229910052782 aluminium Inorganic materials 0.000 claims 1
- 238000012423 maintenance Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 238000011900 installation process Methods 0.000 abstract 1
- 230000008961 swelling Effects 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 241001125671 Eretmochelys imbricata Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 208000000260 Warts Diseases 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 201000010153 skin papilloma Diseases 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
- E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/165—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with elongated load-supporting parts, cast in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/50—Self-supporting slabs specially adapted for making floors ceilings, or roofs, e.g. able to be loaded
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Foundations (AREA)
Abstract
The invention relates to a method of construction with reinforced precast concrete panels, a variety of building types can be built include the foundation. The benefit of this construction method are save time on construction process and extend the life expectancy of buildings. The reinforced concrete panels will be seamlessly connected to the screw pile foundation to protect the foundation from the risk of crack or swelling of the soil. The new method prevent soil loss as the reinforced precast panels will be installed level by level from the ground during excavate process and create monolithic structure. The space between the panels of walls and floors filled at the site with high density concrete. The panels for foundation made from high density concrete to create a better earthquake-resistant structure. Safety of construction workers increase as installation process takes place from the inside of the structure.
Description
CONCRETE BUILDING STRUCTURE AND METHOD
BACKGROUND OF THE INVENTION
[0001] Precast concrete panels and reinforced concrete panels have long been known and widely used for different applications mix with bolt and connection systems;
usually created for a specific structure purpose such as bridges, constructional support and exterior walls.
BACKGROUND OF THE INVENTION
[0001] Precast concrete panels and reinforced concrete panels have long been known and widely used for different applications mix with bolt and connection systems;
usually created for a specific structure purpose such as bridges, constructional support and exterior walls.
[0002] The term "Precast Concrete Panels" is commonly used in marketing and trade because of mobility and increase the speed of construction process. Available methods widely used to connect the precast panels to steel iron beams structure and limited to the exterior walls. In cases that precast panels connect at the site uses concrete formwork and jacks to hold concrete panels. The existing methods and system are also wasteful of materials during the form work, and wasteful of concrete and rebars.
[0003] Typical methods of precast concrete panels and system are shown, for example, in the following Patents:
2561753 YEE, ALFRED A.
2826202 CARRION, JUAN - BAKER, WILLIAM F. - CAVANAGH, JOHN A. -STE WART, ROBERT C. - MACDONALD, JAMES E. - BESJAK, CHARLES
2079694 GRYBA, CHARLES M.
2741405 TIKHOVSKIY, NIKOLAY P.
2902118 TIKHOVSKIY, NIKOLAY P.
2738535 NEEL, THOMAS C.
CAREY, JOHN M.
2880553 SIQUEIROS, BALTAZAR
2601002 HANLON, JOHN W.
SUMMARY OF THE INVENTION
2561753 YEE, ALFRED A.
2826202 CARRION, JUAN - BAKER, WILLIAM F. - CAVANAGH, JOHN A. -STE WART, ROBERT C. - MACDONALD, JAMES E. - BESJAK, CHARLES
2079694 GRYBA, CHARLES M.
2741405 TIKHOVSKIY, NIKOLAY P.
2902118 TIKHOVSKIY, NIKOLAY P.
2738535 NEEL, THOMAS C.
CAREY, JOHN M.
2880553 SIQUEIROS, BALTAZAR
2601002 HANLON, JOHN W.
SUMMARY OF THE INVENTION
[0004] Systems and methods consistent with the present invention provide reinforced precast concrete panels that create monolithic structure include the foundation for construction of a high-rise building.
[0005] The precast panels are combination of walls, floors, ceilings and stairs. The new methods of creating precast panels are include the hollow spaces for water pipes, sewage system, fire sprinklers, HVAC ducts, electrical wiring, outlets and garbage chute system.
[0006] The hollow space between the reinforced concrete panels of walls and floors filled with high density concrete at the site, and the concrete density will be higher for panels used in foundation and between the panels in the entire building in order to achieve most residence to the earth quick and natural causes.
[0007] The methods include the screw pile foundation system which will be connected to the panels for foundation and filled along with high density concrete. The method is less of a noise pollutant than driven pile systems and suited for areas that disturbance to the surrounding area needs to be kept to a minimum.
[0008] To create a monolithic structure in foundation and entire building structure, panels will be installed from the ground during excavate process level by level from ground into the soil in order to create required spaces and avoid the danger of soil loss during construction.
[0009] The methods of construction is suited for crowded and residential neighbourhoods as the constructor process create less noise compared with typical development.
[0010] The reinforced precast panels can be used as countermeasures against tsunami and flooding for important sites and areas. The panels can be installed in a short period of time include performing reinforcing work in order to protect against flooding due to tsunami flowing into the inland sea.
In the drawings, which form a part of this specification:
In the drawings, which form a part of this specification:
[0011] Fig. I is a demonstration of the position of reinforced precast panels and dowel bars before filling. The figure shows the wall and floor panels arrangement include water pipes, sewage system, fire sprinklers, HVAC ducts, electrical wiring, outlets and windows installation.
[0012] Fig. 2 is showing the joint section between the wall and floor panels, showing the rebars of panel connection and dowel bars before concrete filling.
[0013] Fig. 3 is a demonstration of the building structure, showing the precast panels position and combination to create floors, interior and exterior walls, steps and exterior windows installation technique.
[0014] Fig. 4 is showing the method of arrangement and connection of the reinforced concrete panels to screw pile foundation system under the foundation panels.
[0015] Fig. 5 is showing the method of reinforced precast panels arrangement for floor to create a strong monolithic structure.
[0016] Fig. 6 is showing the piping plan and amenities into the reinforced precast concrete panels for each floor include the water pipes, sewage system, fire sprinklers, HVAC ducts, electrical wiring, outlets.
[0017] Fig. 7 is reinforced precast concrete wall panel designed to create continues exterior and interior wall section with U shape rebars design.
[0018] Fig. 8 is reinforced precast concrete wall panel designed for comer sections with U
shape rebars design.
shape rebars design.
[0019] Fig. 9 is reinforced precast concrete wall panel designed for end sections of exteriors with U shape rebars design.
[0020] Fig. 10 is reinforced precast concrete wall panel designed to create continues interior wall sections and hallways with U shape rebar design.
[0021] Fig. 11 is reinforced precast concrete wall panel designed to create continues exterior and interior wall section with semi-circular shape rebar design.
[0022] Fig. 12 is reinforced precast concrete wall panel designed for end sections of exteriors with semi-circular shape rebar design.
[0023] Fig. 13 is reinforced precast concrete wall panel designed for end sections of exteriors with semi-circular shape rebar design.
[0024] Fig. 14 is reinforced precast concrete wall panel designed to create continues interior wall sections and hallways with semi-circular shape rebar design.
[0025] Fig. 15 is reinforced precast concrete floor panel designed for middle sections include the hollow spaces for amenities with U shape rebar design.
[0026] Fig. 16 is reinforced precast concrete floor panel designed for wall and floor panels connections and corners with U shape rebar design.
[0027] Fig. 17 is reinforced precast concrete floor panel designed for continues floor sections with U shape rebar design.
[0028] Fig. 18 is reinforced precast concrete floor panel designed for middle sections include the hollow spaces for amenities with semi-circular shape rebar design.
[0029] Fig. 19 is reinforced precast concrete floor panel designed for wall and floor connections and corners with semi-circular shape rebar design.
[0030] Fig. 20 is reinforced precast concrete floor panel designed for continues floor sections with semi-circular shape rebar design.
Claims
The Embodiments Of The Invention In Which An Exclusive Property Or Privilege Is Claimed Are Defined As Follows:
[0031] 1. In the particularly advantageous embodiment of the invention illustrated, the reinforced precast concrete panel of floors and walls methodically arranged, stabilize with dowel bars and hollow spaces filled with high density concrete at the site.
The joint connection between the panels will secure with dowel bars at the site before the filling of concrete.
[0032] 2. The hollow space on the panels and between the panels are created spaces for water pipes, sewage system, fire sprinklers, HVAC ducts, electrical wiring, outlets and garbage chute system which will be installed before the concrete filling.
[0033] 3. The exterior aluminum window frames will be connected to the panels and create seamless structure with easy access to replace and maintenance.
[0034] 4. Advantageously, the method of creating and installing precast panels extend life expectancy of the building. The strong monolithic structure of the building and especially the building foundation with precast panels installed from the ground during excavate process level by level from ground into the soil in order to create required spaces and avoid the danger of soil loss during construction. The method create the most residence to the earth quick and natural causes.
[0031] 1. In the particularly advantageous embodiment of the invention illustrated, the reinforced precast concrete panel of floors and walls methodically arranged, stabilize with dowel bars and hollow spaces filled with high density concrete at the site.
The joint connection between the panels will secure with dowel bars at the site before the filling of concrete.
[0032] 2. The hollow space on the panels and between the panels are created spaces for water pipes, sewage system, fire sprinklers, HVAC ducts, electrical wiring, outlets and garbage chute system which will be installed before the concrete filling.
[0033] 3. The exterior aluminum window frames will be connected to the panels and create seamless structure with easy access to replace and maintenance.
[0034] 4. Advantageously, the method of creating and installing precast panels extend life expectancy of the building. The strong monolithic structure of the building and especially the building foundation with precast panels installed from the ground during excavate process level by level from ground into the soil in order to create required spaces and avoid the danger of soil loss during construction. The method create the most residence to the earth quick and natural causes.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA3047467A CA3047467A1 (en) | 2019-06-20 | 2019-06-20 | Concrete building structure and method |
| PCT/CA2019/000107 WO2020252556A1 (en) | 2019-06-20 | 2019-07-15 | Concrete building structure and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA3047467A CA3047467A1 (en) | 2019-06-20 | 2019-06-20 | Concrete building structure and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA3047467A1 true CA3047467A1 (en) | 2020-12-20 |
Family
ID=74036649
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA3047467A Abandoned CA3047467A1 (en) | 2019-06-20 | 2019-06-20 | Concrete building structure and method |
Country Status (2)
| Country | Link |
|---|---|
| CA (1) | CA3047467A1 (en) |
| WO (1) | WO2020252556A1 (en) |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW352398B (en) * | 1995-09-08 | 1999-02-11 | Tien Chiu | Prefabricated concrete wall panels, and their process and their use on building |
| CN202273335U (en) * | 2011-08-30 | 2012-06-13 | 东南大学 | Vertical mixed connection structure for assembling precast internal wallboards with shear wall structures |
| CN207660171U (en) * | 2017-12-01 | 2018-07-27 | 沈阳建筑大学 | A kind of full precast concrete harden structure of concealed beam formula connection |
| KR101937680B1 (en) * | 2018-10-04 | 2019-04-11 | 제일피씨텍 주식회사 | Prefabricated Precast Structure and Construction Method Thereof |
-
2019
- 2019-06-20 CA CA3047467A patent/CA3047467A1/en not_active Abandoned
- 2019-07-15 WO PCT/CA2019/000107 patent/WO2020252556A1/en not_active Ceased
Also Published As
| Publication number | Publication date |
|---|---|
| WO2020252556A1 (en) | 2020-12-24 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FZDE | Discontinued |
Effective date: 20220209 |