Method for constructing building through gravity and weight of the building structure
원문보기
IPC분류정보
국가/구분
United States(US) Patent
등록
국제특허분류(IPC7판)
E02D-007/24
E04B-001/35
E02F-001/00
E02D-027/00
E02D-035/00
출원번호
US-0395207
(2016-12-30)
등록번호
US-10081925
(2018-09-25)
발명자
/ 주소
Amirian, Edvard
Saadatmand, Vahid
Kanani, Fardin
Azizians, Areg
출원인 / 주소
Amirian, Edvard
대리인 / 주소
Choobin, Barry
인용정보
피인용 횟수 :
0인용 특허 :
9
초록▼
A method for constructing a building structure using gravity and weight of the building structure is provided. The method includes designing an architecture and a construction plan of the building structure, planning an initial box for a structural design, tuning a ground required for construction o
A method for constructing a building structure using gravity and weight of the building structure is provided. The method includes designing an architecture and a construction plan of the building structure, planning an initial box for a structural design, tuning a ground required for construction of the building structure, constructing the initial box as per the planning, constructing an upper floor on the initial box, constructing remaining parts of the building structure including foundation for the building structure, and assembling a plurality of temporary structures to the building structure.
대표청구항▼
1. A method for constructing a building structure using gravity and weight of the building structure, the method comprising the steps of: designing an architecture and a construction plan of the building structure, wherein the architecture and construction plan is designed based on a plurality of co
1. A method for constructing a building structure using gravity and weight of the building structure, the method comprising the steps of: designing an architecture and a construction plan of the building structure, wherein the architecture and construction plan is designed based on a plurality of constraints;planning an initial box for a structural design, and wherein the planning of the initial box includes calculating a height of the initial box based on the designed architecture and the construction plan;tuning a ground required for construction of the building structure, and wherein tuning the ground includes excavating soil from the ground according to the planned initial box;constructing the initial box as per the planning, and wherein constructing the initial box includes construction of a plurality of retaining walls, a plurality of main pillars, a plurality of beams, a plurality of shear walls, a plurality of trestles, and a plurality of excavation nails, and wherein the plurality of excavation nails are placed below the plurality of retaining walls, and wherein the plurality of excavation nails are configured to cut/penetrate a soil/flattened earth symmetrically due to a weight of a building structure, and wherein construction of the initial box is carried out using a plurality of construction machinery and materials including concrete, a plurality of buckets, reinforced steel, Iron, stones, bricks, and sand, and wherein an acuminated partition is constructed in a lower part of the plurality of shear walls, and wherein the acuminated partition is constructed using steel, reinforced concrete or a combination thereof;constructing an upper floor on the initial box, wherein the construction of the upper floor includes construction of ceiling, and wherein the upper floor is constructed with an opening in the ceiling, and wherein the upper floor is constructed using a plurality of temporary support structures;constructing remaining parts of the building structure, wherein the remaining parts include walls, middle pillars, an opening of the ceiling and the initial box;assembling the plurality of temporary structures to the building structure, wherein the temporary structures are assembled to provide the required support to the building structure, and wherein the opening in the ceiling during the construction of the upper floor is left for transporting a plurality of required materials and machinery to and from the building structure, and wherein the plurality of trestles is used for a construction of upper floors, when the basement of the floor is not fully constructed, and wherein a structure of the plurality of trestles is varied based on a need of the building; and wherein the trestle has a framework which includes a horizontal beam supported by two pairs of sloping legs. 2. The method according to claim 1, wherein the plurality of constraints include a location of the building structure, weather of the location, a plurality of construction constraints, a ground condition of the building structure, and availability of machinery and materials. 3. The method according to claim 1, wherein the step of designing the architecture and the construction plan is carried with the aid of a computing device, and wherein the computing device is selected from a group consisting of a laptop, a desktop, a mobile phone, a wearable device, a device having an ability to communicate with a network, a smart television, a virtual reality device, and an augmented reality device. 4. The method according to claim 1, wherein the step of designing the architecture and the construction plan includes planning an amount of soil to be excavated, an angle of the excavation, and a vertical length (depth) of the excavation. 5. The method according to claim 1, wherein the tuning of the ground is carried out using one or more excavators. 6. The method according to claim 1, wherein the remaining parts of the building structure is constructed after allowing building structure to subside to the ground based on the gravity and the weight of the building structure. 7. The method to claim 1, wherein a plurality of lifts are used during the construction for transporting the materials and machinery through the ceiling opening. 8. The method according to claim 1, wherein an excavation operation is conducted using a plurality of excavators to enable symmetrical subsidence in all parts of the building, and is stopped when a planned depth is reached.
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