STRUCTURE MAIN PIPE FORM OF CONSTRUCTION WORK AND THE SPACE-TIME TO ESTABLISH TUNNEL FORMATION TUNNEL STRUCTRUE

摘要

The main tube construction method and structure for installing a tunnel construction tunnel structures for forming, ; quickly the plurality of main pipes in the ground for forming a tunnel in a straight line or curve, and by using this simple and outside the tunnel by providing a specific method and construction structure that can be constructed without the risk of safety accident By building a tunnel structure to withstand the stresses from, ; As a result, water features and fewer people without regard to properly designed tunnel straight or curved, etc. Are the conditions in underground equipment and Using the simple and durable materials than in the form of a tunnel, and is designed to be placed as its object the construction completely in a short time. ; one embodiment of the present invention for achieving the object as described above Looking at the example, ; Landmark or seen fit various types of conditions such as to install a tunnel structures for forming a circular tunnel with a steel pipe or timber tube (300) cut to length or square in the Mediterranean As long installation in connection to the main pipe underground (100), ; Leading tube (10), but the installation insert the main tube 20 to the inner surface, ; Leading tube (10) and its reaction force against the inner surface of each of a predetermined number corresponding to each other at a predetermined interval on the inner surface of the inserted main tube 20, 31 and 32, respectively, and the installation for the reaction force between the two sides 31 and 32 installed oil, pneumatic leading to ground 100 using yuapjaek 40 in a state where the forward loading of the cylinder (30) tube (10) and the main tube 20, and the step of press-fitting, ; The leading pipe 10 and when the press of the main pipe leading to pipe 20, 10 is prevented, and then sequentially input connected to the earth dug up prevention plate 12 prevents the surrounding soil through the earth plate slot 11 formed in the plate and earth (12 ) and the step of preventing the earth by the grouting to grout grouting material over to form a part (13), ; The Underground (100) leading inserted into the tube (10) in the main hall floor space reserved ( to its original shape after welding, but the next tube is equally divided into several carrying a main pipe (20 ') in the 200), first removing the reaction force against the back 32 and the oil, the pneumatic cylinder 30 is installed on the existing main pipe (20) The next quarters while the main pipe (20 ') inserted an existing main pipe (20) and coupling welded to the front end, ; The main tube (20 welded to the tubular' back in) for reaction (32) the installation, this lead pipe (10) feeding the reaction force between the front vs. (31) formed on the inner surface, installing a pneumatic cylinder (30), and then to work with this manual and auto-indentation in the ground (100) reaction leading to the main pipe (20) (20 '), tubes (10) leading to propel a predetermined length in the forward pipe 10 and the propulsive phase, ; Leading tube as described above (10) inside and the main tube 20, oil provided between the reaction force versus 31 and 32 provided in the inner surface, the pneumatic cylinder 30, the main tube leading tube was secured after pushing (10) by a predetermined length by using the installation space ( 200) is equally divided into several main tube next through 20 repeat the operation for connecting to the main pipe for installing the tunnel structure for a tunnel formation (20) comprises the step of completing the tunnel-like construction as in the ground (100) its features are the yirueojim to.