JPH0529744B2 - - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for moving an existing building without disassembling it.

(Prior art) Methods of transporting buildings without demolishing or disassembling them are disclosed in Japanese Patent Publication No. 52-37701, Japanese Patent Application Laid-open No. 53135-1983, and Japanese Patent Application Laid-Open No. 1983-1989.
The one disclosed in Publication No. 117368 was proposed.

(Problem to be Solved by the Invention) However, in all of these transportation methods, the lower part of the building is only reinforced with reinforcing material, so the outer peripheral wall of the building may collapse due to the impact etc. during transportation. I was worried. In other words, these methods of transport do not give any consideration to ensuring the internal stability of the building while transporting the building.

The present invention has been made in view of the above points, and an object of the present invention is to provide a method of transporting a building while ensuring the internal stability of the building.

(Means for Solving the Problems) In order to solve the above problems, the present invention provides building A
is separated from the foundation B, and the reinforcing steel material 1 is made into a frame along the outer periphery of the lower part of the building A and is assembled integrally with the building, and the outer peripheral wall of the building is separated so that the frame a of the outer peripheral wall of the building becomes a truss structure. Assemble the steel material 1a to the frame a, then raise the building A from the ground G using the lifting means 2, and position the transportation means 3 under the building A,
Next, the building A is lowered by the elevating means 2 and placed on the transport means 3, and the building A is lowered by the transport means 3 while ensuring the internal stability of the building by the truss structure. A method of transporting buildings was adopted, which is characterized by transporting buildings.

(Function) According to the above configuration, the steel members of the outer wall frame of the building are assembled so that the frame of the outer wall of the building has a truss structure, and the building is transported while ensuring the internal stability of the building due to the truss structure. This can reliably prevent the building's outer wall from collapsing during transportation.

(Example) Hereinafter, the present invention will be described in detail based on the illustrated example.

FIG. 1 shows a building A, which is constructed by attaching wall materials b and ceiling materials c to a frame a shown in solid lines. Note that the structure of the building A to be transferred does not matter, such as a wooden structure, a steel frame structure, or a reinforced concrete structure.

Figure 2a shows the first step, in which building A is separated from the foundation (not shown), and reinforcing steel materials 1, 1a, and 1b are assembled integrally with the building at the bottom of building A. The steel materials 1 are rigidly connected to each other to form a frame.

The reinforcing steel material may be of any material, such as iron or aluminum, as long as it has the desired strength.

Reference numeral 1 denotes a channel-type reinforcing steel material that is integrally assembled to the lower part of the building, and is assembled into a frame shape along the outer periphery of the building 1, as shown in FIG. 2a.

In addition, in the case of a large building as shown in the figure, the steel materials 1 are stacked in two or more layers to provide sufficient strength, and when the building A is lifted up with a jack, it is pressed against this portion. In the illustrated example, the overlapped portions of the steel materials 1 are limited to some of the frame materials, but it goes without saying that they may be provided on all of the frame materials.

FIG. 2b shows the second step, in which bar-shaped diagonal steel members 1a are assembled to the frame a of the building A on the outer peripheral wall of the building A so as to form a truss structure. In addition, steel material 1
The lower end of a may be connected to the steel material 1.

FIG. 2c shows the third step, in which bar-shaped diagonal steel members 1b are assembled inside the building A to form a truss structure.

The diagonal steel members 1a and 1b may be stretched using turnbuckles (not shown).

FIG. 3 shows the fourth step and the fifth step.

In the fourth step, the building A is lifted off the ground G by the elevating means 2, and the conveying means 3 is positioned under the building A. As the elevating means 2, for example, a jack or a crane can be used. When using a jack, the jack should be pressed against the steel material 1.

In the fifth step, building A is lowered by lifting means 2, building A is placed on transporting means 3, and building A is transported by transporting means 3. The transportation means 3 is not particularly limited, and a truck is used in this embodiment.

After the building A is brought to the desired location in this manner, the elevating means 2 places the building A on the newly installed foundation.

In addition, when extending one-story building A to a two-story building, after moving building A to which steel materials 1 have been assembled as described above to a nearby location, a support frame for the height of the first floor is erected, and this support Place the one-story building A above on the frame, and then add the building to the first floor. In this way, it is possible to live in the original building during the extension work, and the original building becomes a rain shelter during construction, eliminating the need for separate rain protection work. Furthermore, since the original building will be located on the second floor after the extension, there will be no problem even if the original building is not strong enough.

In the above embodiment, the reinforcing steel material is of the channel type, but it may be of the angle type, or a combination of the channel type and the angle type may be used.

In the above embodiment, the building was a one-story building, but it may also be a two-story building or more.

(Effects) Since the present invention employs the above configuration, it is possible to reliably prevent the outer wall of the building from collapsing during transportation, thereby making it possible to transport large-scale buildings.

[Brief explanation of the drawing]

Fig. 1 is a perspective view of a building, Fig. 2a is a perspective view of the first step in the embodiment of the present invention, Fig. 2b is a perspective view of the second step in the embodiment of the present invention, and Fig. 2c is a perspective view of the second step in the embodiment of the present invention. FIG. 3 shows a perspective view of the third step of the embodiment of the present invention, and FIG. 3 shows a perspective view of the fourth and fifth steps of the same. (Explanation of symbols) A...Building, 1...Reinforcing steel material, 2...Elevating means, 3...Transportation means.

Claims (1)

[Claims] 1. Separate the building from the foundation, frame reinforcing steel along the outer circumference of the lower part of the building, and assemble it integrally with the building. Assemble steel materials,
Next, the building is lifted off the ground by the lifting means and the conveying means is positioned under the building, and then the building is lowered by the lifting means and placed on top of the conveying means, and the building is placed on the truss structure. A method for transporting a building, which is characterized by transporting the building using a transportation means while ensuring the internal stability of the building.