KR20120070400A

KR20120070400A - Based on the modular construction method in contain construction

Info

Publication number: KR20120070400A
Application number: KR1020100131941A
Authority: KR
Inventors: 윤낙범
Original assignee: 윤낙범
Priority date: 2010-12-21
Filing date: 2010-12-21
Publication date: 2012-06-29

Abstract

PURPOSE: A modulation method in foundation construction for a container is provided to enable the easy construction of a container by properly controlling the height of the container depending on site conditions. CONSTITUTION: A modulation method in foundation construction for a container is as follows. Foundation columns are fitted to side rails and corner castings. Column adjusting parts adjust the heights of the foundation columns depending on the position and conditions of a site.

Description

Modularization method for container construction foundation construction {BASED ON THE MODULAR CONSTRUCTION METHOD IN CONTAIN CONSTRUCTION}

The present invention is to modularize the column spacing at a constant interval in the foundation pillar in the foundation method in the construction of container buildings. It is a method to control the balance of the container by adjusting the height of the column according to the shape and shape of the ground in the construction of the foundation column.

Recently, the purpose of using container boxes is changing. Shipping containers have become a favorite of designers and architects because of their low cost and ease of use, and are in line with the recycled design craze that has become a hot topic around the world.

Homes, housing developments, offices and commercial spaces have already been used as unique materials for architecture in the last few years. Its cost is low and it is easy to install, so it is rapidly being used in schools, hotels and community centers. This leads to the formation of new cultural trend codes.

Container boxes have a modular form, making it difficult to gauge changes and creative limits. It can be stacked with the block concept like LEGO to form a new formative structure, but it can also convey a special artistic message by arranging it in a special shape in the square.

The ease of assembly and disassembly and the utilization of the space provided by the square structure make it an extremely useful space for designers and architects to unleash their infinite imagination. Furthermore, the liquidity that only a container box can have is approaching the greater attraction of being able to escape the constraints of time and space.

The present invention modularizes by arranging the column spacing at a constant interval in the foundation column in the foundation method in the construction of a container building. It is a method to adjust the balance of the container by adjusting the height according to the shape and shape of the ground in the height adjustment unit of the column.

Container pillar according to an embodiment of the present invention, the base pillar spacing according to the SIDE RAIL and CORNER CASTING according to the international standard of the dry container;

Pillar control unit that can adjust the height of the pole according to the position of the site;

CONER CASTING and pillar joints in pillar and container assembly; .

In addition, the position between the foundation pillars includes a method of modularizing the foundation pillars, characterized in that the position of the pillars can be adjusted according to the size of the container, the use of the container, and the arrangement.

The operation step of the column height adjustment part includes a method of horizontally leveling the height of the foundation column located at CORNER CASTING located at the corner of one container after the column modularization step is completed.

In arranging the foundation gap according to the container standard in the arrangement through the modularization of the container foundation column, it is possible to freely arrange it according to the purpose of the container. According to the method, it is possible to provide an appropriate height in accordance with the situation of the land on which the container is placed, thereby providing convenience in construction of the container construction.

1 is a view showing the structure and position of CORNER CASTING and SIDE RAIL of a container according to an embodiment of the present invention.
Figure 2 shows a CORNER CASTING and pillar control according to an embodiment of the present invention, a view showing a junction of the junction and CORNER CASTING.
3 is a view showing the modular column and container arrangement in accordance with one embodiment of the present invention.

Hereinafter, with reference to the accompanying drawings will be described embodiments of the present invention; However, the present invention is not limited or limited by the embodiments. Also, like reference numerals in the drawings denote like elements.

1 is a view showing the structure and location of the CORNER CASTING 102 and SIDE RAIL 101 of the container according to an embodiment of the present invention.

Referring to Figure 1, the structure and location of CORNER CASTING 102 and SIDE RAIL 101 of the container are shown.

The container may include CORNER CASTING 102 and SIDE RAIL 101.

The container has a module spacing according to the base post spacing that is adapted to CORNER CASTING 102 and SIDE RAIL 101.

The interval between the container side rails 101 is set to a standard standard interval of 20FEET and 40FEET containers, and the positions of the pillars are positioned at CORNER CASTING 102, so as to hold the foundation pillars.

The foundation pillar spacing is characterized in that the position of the pillar can be adjusted according to the container specification, taking the shortest distance as the reference module in the container CORNER CASTING 102.

The position between the base pillars is characterized in that the position of the pillars can be adjusted according to the size of the container, the use of the container, and the arrangement.

Referring to FIG. 4, there is shown an exemplary view of containers arranged in accordance with modules determined according to the base column spacings fitted to CORNER CASTING 102 and SIDE RAIL 101.

FIG. 2 shows a CORNER CASTING 102 and a pillar control unit 111 in accordance with one embodiment of the present invention, and illustrates a joint of the pillar junction 112 and the CORNER CASTING 102.

Referring to FIG. 2, the structure of the column adjusting unit 111 may include a junction of the CORNER CASTING 102.

Pillar control unit 111 is divided into two structures, this structure can adjust the height of the foundation pillar.

According to the position and current state of the land, the height adjustment of the column adjustment unit 111 is characterized in that the container can be maintained in equilibrium in the irregular variable land, such as the slope of the land, the land contacting the waterfront do.

In addition, the CORNER CASTING 102 and the pillar joining part 112 serve as the column joining part 110 matched with the CORNER CASTING 102 to perform the container.

Once the placement of the container is confirmed at the modular column spacing, the foundation column is placed at the CORNER CASTING 102 position of the container to be placed.

The operation step of the column height adjustment unit 111, after the arrangement of the post-module modularization step, adjusts the height of the foundation column located in the four CORNER CASTING 102 located in one container corner horizontally.

If the site is inclined as shown in FIG. 3, when the position of the container is determined where the container is to be leveled, the height may be adjusted by adjusting the height between the base pillars supporting the container.

Pillar adjuster 111 allows to adjust the height, characterized in that the hydraulic operation as shown in Figure 2.

The joint of the pillar is fixed by connecting the container and the pillar by the combination of the CORNER CASTING (102) and the bolt and the nut.

101: SIDE RAIL 102: CORNER CASTING
110: pillar junction 111: pillar adjustment portion

Claims

Foundation pillar spacing adapted to SIDE RAIL and CORNER CASTING in accordance with international standards for dry containers;
Pillar control unit that can adjust the height of the pole according to the position of the site;
CONER CASTING and pillar joints in pillar and container assembly;
Modularity-based method in the container construction comprising a.

The method of claim 1,
The interval between the side rails is set to the standard standard interval of 20FEET, 40FEET container,
Column location is based on the CONER CASTING container construction method, characterized in that the pillar is modular.

The method of claim 1,
The gap between the foundation columns is
A method for modularizing a base post, characterized in that the shortest distance is taken as a reference module in container container casting and the position of the post can be adjusted according to the container size.

The method of claim 1,
Positioning between the foundation pillars is a method for modularizing the foundation pillars, characterized in that the position of the pillars can be adjusted according to the size of the container, the purpose of the container, arrangement.

The method of claim 1,
According to the position and current status of the site, the column height adjustment of the height of the column,
A method according to claim 1, wherein equilibrium can be maintained in fixing the container in irregularly variable lands such as sloped lands and water contacting the waterfront.

The method of claim 1,
CORNER CASTING and pillar joint are
The joints of pillars aligned with CORNER CASTING are foundation pillars that serve to secure the container.

The method according to claim 2, 3, 4,
Once the placement of the container in the modularized column spacing is established,
How to place the foundation column at the CORNER CASTING position of the container to be placed.

The method of claim 5,
The operation phase of the pillar height adjustment part,
After the column has been modularized, level the foundation columns at four CORNER CASTINGs at the corners of one container.

The method of claim 5,
Pillar height adjustment part,
Column height adjustment method characterized by hydraulic operation.

The method of claim 6,
CORNER CASTING and pillar joints are a method of connecting a container and a pillar by the assembly of bolts and nuts.