Precast concrete structure and method of constructing the same
Abstract
The pre-cast concrete structure of the present invention comprises a lower unit structure 110 having the lowest stage unit structure 111, the middle stage unit structure 112, and the highest stage unit structure 113 which are vertically orderly piled on another and wedged from each other; a middle unit structure 130 having the lowest stage unit structure 131, the middle stage unit structure 132, and the highest stage unit structure 133 which are vertically orderly piled on another and wedged from each other; and a upper unit structure 150 having the lowest stage unit structure 151, the middle stage unit structure 152, and the highest stage unit structure 153 which are vertically orderly piled on another and wedged from each other.
Claims
exact text as granted — not AI-modified1 . A pre-cast concrete structure, the structure comprising:
a lower unit structure 110 having the lowest stage unit structure 111 , the middle stage unit structure 112 , and the highest stage unit structure 113 which are vertically orderly piled on another and wedged from each other; a middle unit structure 130 having the lowest stage unit structure 131 , the middle stage unit structure 132 , and the highest stage unit structure 133 which are vertically orderly piled on another and wedged from each other; and a upper unit structure 150 having the lowest stage unit structure 151 , the middle stage unit structure 152 , and the highest stage unit structure 153 which are vertically orderly piled on another and wedged from each other.
2 . The pre-cast concrete structure according to claim 1 , wherein all stage unit structures composed of the lower unit structure 110 , the middle unit structure 130 and the upper unit structure 150 are provided with a reinforcing rod guider 115 to guide a plurality of heavy reinforcing rods 2 , respectively.
3 . The pre-cast concrete structure according to claim 2 , wherein the reinforcing rod guider 115 is composed of a plurality of inserting portions 116 to be inserted with the plurality of heavy reinforcing rods 2 and a plurality of connecting portions 117 to connect the plurality of inserting portions 116 .
4 . The pre-cast concrete structure according to claim 1 , wherein the lower unit structure 110 , the middle unit structure 130 and the upper unit structure 150 are further firmly combined by a bundle of tension wires 1 which pass through them.
5 . The pre-cast concrete structure according to claim 4 , wherein the lowest stage unit structure 111 is provided with a wedge typed coupler 114 where a lower end portion binder 11 to bind the bundle of tension wires 1 is wedged to be intermediately located in the lower end portion thereof.
6 . The pre-cast concrete structure according to claim 4 , wherein the middle stage unit structures 112 is provided with a plurality of reinforcing rod couplers 116 which couple the plurality of heavy reinforcing rods 2 in the lower end portion thereof to be located near the through-hole through which the bundle of tension wires 1 are passed.
7 . The pre-cast concrete structure according to claim 6 , wherein the plurality of reinforcing rod couplers 116 have a upper portion and a lower portion in couple, the upper portion rightly standing up and the lower portion reversely standing up.
8 . The pre-cast concrete structure according to claim 4 , wherein the highest stage unit structure 113 has the same structure with the middle stage unit structure 112 .
9 . The pre-cast concrete structure according to claim 1 , wherein the lowest stage unit structure 131 is provided with a wedge typed coupler 134 where a lower end portion binder 31 to bind the bundle of tension wires 1 is wedged to be intermediately located in the lower end portion thereof, and the wedge typed coupler 134 is composed of the upper portion and the lower portion in couple, the upper portion rightly standing up and the lower portion reversely standing up.
10 . The pre-cast concrete structure according to claim 9 , wherein the lower end portion binder 31 inserted in the lowest stage unit structure 131 is wedged in the upper portion, and the upper end portion binder 12 to bind another bundle of tension wires 1 protruded out the highest stage unit structure 113 is wedged in the lower portion.
11 . The pre-cast concrete structure according to claim 1 , wherein the highest stage unit structure 153 is provided with a wedge typed coupler 154 where a upper end portion binder 52 to bind the bundle of tension wires 1 is wedged to be intermediately located in the upper end portion thereof, the wedge typed coupler 154 reversely standing up.
12 . A method of constructing the pre-cast concrete structure as claimed in claim 1 , the method comprising:
(A) step for vertically orderly piling the lowest stage unit structure 111 , the middle stage unit structure 112 and the highest stage unit structure 113 so as to make a lower unit structure 110 ; (B) step for vertically orderly piling the lowest stage unit structure 131 , the middle stage unit structure 132 and the highest stage unit structure 133 so as to the middle unit structure 130 ; (C) step for vertically orderly piling the lowest stage unit structure 151 , the middle stage unit structure 152 and the highest stage unit structure 153 so as to make the upper unit structure 150 ; and (D) step for vertically piling the middle unit structure 130 on the lower unit structure 110 , and then vertically piling the upper unit structure 150 on the middle unit structure 130 .
13 . The method of constructing the pre-cast concrete structure according to claim 12 , wherein the number of the middle unit structure 130 is changed according to the height of the desired structure to be constructed.Join the waitlist — get patent alerts
Track US2011265403A1 — get alerts on status changes and closely related new filings.
We store only your email — no account needed. See our privacy policy.