Method of paving abnormal-shaped grid decks

Abstract

In a method of laying out abnormally-shaped grid decks, the abnormally-shaped grid decks refer to grid decks having a cut-out at the corner thereof. It is usually a problem when laying out abnormally-shaped grid decks because they will be off-balance when they are laid on the columns. Support frames are used to support the abnormally-shaped grid decks and keep them balanced and stable on the columns. However, the support frames may obstruct the working route used in construction. The method adopted in the present invention adds temporary beams to maintain the abnormally-shaped grid decks by balancing them on the columns before they are fixed and secured thereon, and thereafter the temporary beams will be removed. This method can prevent using support frames which may obstruct the working route under construction.

Claims

1. A construction method comprising the steps of: providing four erected columns on a ground, the positions of the four erected columns being arranged in a rectangular shape; providing a grid deck in a non-rectangular shape, the grid deck having a plurality of cylindrical molds therein, and a plurality of reinforcement cages being provided between the plurality of cylindrical molds, and wherein the non-rectangular shape has a cut-out; adding a temporary structure to the cut-out of the non-rectangular shape of the grid deck, so as to form a rectangular structure; lifting the rectangular structure and laying it on tops of the four erected columns; securing the grid deck of the rectangular structure to the tops of the four erected columns; and removing the temporary structure of the rectangular structure from the grid deck; wherein the rectangular structure provides balance to the step of lifting.

2. The method of claim 1 wherein the step of providing a grid deck in a non-rectangular shape is providing an L-shaped grid deck.

3. The method of claim 2 wherein the step of adding a temporary structure to the cut-out of the non-rectangular shape of the grid deck is adding an L-shaped temporary structure formed of a first beam perpendicularly connected to a second beam to the cut-out of the non-rectangular shape of the grid deck.

4. The method of claim 3 wherein the step of adding an L-shaped temporary structure formed of a first beam perpendicularly connected to a second beam to the cut-out of the non-rectangular shape of the grid deck includes securing two ends of the L-shaped temporary structure to the grid deck, so as to form the rectangular structure.

5. The method of claim 3 wherein the grid deck is a pre-cast grid and is to be installed in a wafer factory.

6. The method of claim 3 wherein the two ends of the L-shaped temporary structure is respectively a free end of the first beam and a free end of the second beam.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 shows a normal grid deck laid on columns;

(2) FIG. 2 shows a method commonly adopted in paving an abnormal-shaped grid deck on columns;

(3) FIG. 3 shows temporary beams, are applied to an abnormal-shaped grid deck in an embodiment of the present invention;

(4) FIG. 4 shows a grid deck and the temporary beams; and

(5) FIG. 5 shows another embodiment of the present invention in which a temporary beam is applied to the columns.

DETAILED DESCRIPTION

(6) The method of paving normal grid decks on columns is shown in FIG. 1, where the four corners of the grid deck 22 are supported by four columns 10, respectively. It is generally unnecessary to worry about whether there is any imbalance in paving normal grid decks.

(7) FIG. 2 shows a commonly adopted method of paving abnormal-shaped grid decks. Compared with paving normal grid decks, balance problems need to be overcome when paving abnormal-shaped grid decks. When paving abnormal-shaped grid decks 2, it is necessary to install support frames 30 to keep the abnormal-shaped grid decks 2 in balance. However, support frames would occupy much space and obstruct the working flow line and cause an inconvenience to the workers.

(8) FIG. 3 shows a method of laying an abnormal-shaped grid deck on the columns disclosed by the present invention. FIG. 4 illustrates only the abnormal-shaped grid deck 2 and the temporary beams 4 shown in FIG. 3. Comparing the abnormal-shaped grid deck shown in FIG. 2, this abnormal-shaped grid deck 2 has additional beams 4. The two additional beams enable the abnormal-shaped grid deck 2 having a cut-out portion as shown in FIG. 2 to have a complete rectangular profile as shown in FIG. 4. Thus, the abnormal-shaped grid deck 2 can be paved as a normal grid deck. Paving the abnormal-shaped grid decks in this method comprises the following steps: (1) adding temporary beams to a cut-out of the abnormal-shaped grid decks to complete the rectangular profile thereof; (2) lifting the abnormal-shaped grid decks to lay them on the top of the already erected column; (3) securing the abnormal-shaped grid decks on the top of the column; and (4) removing the temporary beams from the abnormal-shaped grid decks.

(9) FIG. 5 shows another embodiment of the present, invention, in which a beam 24 with its two ends respectively attached to two columns 10. If necessary, another beam may be attached to two other columns so that the abnormal shaped grid deck 2 laid on top of the columns would keep in balance. In this embodiment, paving abnormal-shaped grid decks comprises the following steps:

(10) (1) adding temporary beams to the top of the already erected column;

(11) (2) lifting the abnormal-shaped grid decks to lay them on top of the column;

(12) (3) securing the abnormal-shaped grid decks on the top of the column; and

(13) (4) removing the temporary beams from the abnormal-shaped grid decks.

(14) From the foregoing, it will be appreciated that, although specific embodiments of the invention have been described herein for purposes of illustration, various modifications may be made without departing from the spirit and scope of the embodiments described herein.