JP3044528B2 - Construction method of houses, offices and other buildings and their buildings - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for building houses, offices, and other buildings that are resistant to earthquakes, wind damage, and excellent in durability, and to a method for building houses, offices, and other buildings. .

[0002]

2. Description of the Related Art Conventional buildings are roughly divided into wooden buildings, steel frames, reinforced concrete buildings and the like.

[0003] In the wooden houses, offices and other structures, the connecting portions of the pillars, beams, girders, etc., from the base form a fitting (hoz) portion, and are fitted into the fitting portions to form a frame. Had a composition. This fitting portion dries and becomes loose after a lapse of years. Further, the strength of the steel deteriorates year after year due to corrosion, so that it is vulnerable to disasters caused by earthquakes, wind damage, and the like, and furthermore has the disadvantage of being vulnerable to fire.

[0004] In addition, since the building made of steel bars is very rust-prone, it has the drawback that the time and labor for polishing and painting and the cost of paints and the like are increased. Therefore, there is a drawback that long-term holding is impossible from the viewpoint of strength, especially in the case of painting, in addition to the uneconomical cost that requires considerable maintenance costs. In particular, the exposed rebar is severely rusted.

Further, in the case of a reinforced concrete building, the weight load of the building is large, and cracks occur in the concrete in the natural environment, and only the strength of the reinforcing bars embedded in the concrete is exerted. Was very dangerous.

[0006] As described above, the present invention strengthens the support structure for supporting a building as compared with a conventional building having a risk, and uses only a material which does not rust or corrode the frame material of another building from the support. It is an object of the present invention to provide a building method for constructing a building excellent in earthquake resistance and wind resistance by using a roof material and a wall material for reducing the weight of a building, and a building thereof.

[0007]

SUMMARY OF THE INVENTION Wooden houses, steel buildings,
Review the problems of reinforced concrete buildings, improve the structure of the pillars that play the most important role in buildings that are resistant to earthquake and wind damage, and double the strength without rusting and corrosion, and without losing durability forever And a method of connecting the columns, a method of fastening columns, beams, girders, and heavy parts with different struts, a method of reducing the weight of the buildings, and a building thereof.

[0008]

SUMMARY OF THE INVENTION According to the present invention, a column which plays a significant role in supporting a building is strengthened and its connecting part is dried at each fitting part (hoz) as seen in a wooden building. Eliminates the drawbacks that cause looseness due to loosening, and firmly fits and inserts the columns with the first and second columns and the third and third columns, and connects them, and builds the columns sequentially without any loosening The pillar structure uses a durable stainless steel tube or plated hollow steel tube that does not rust and corrodes, or an aluminum hollow tube for small houses, and inserts and arranges a composition steel bar suitable for the hollow portion of the tube and fills a certain amount of concrete. Then, a space is formed above the support pipe so that the bottom of the support pipe to be erected next is inserted.

With such a support structure, the support is divided into a first-floor support, a second-floor support, and a third-floor support. The structure of the pillar to be fastened and fixed is the sum of the strength of the pipe, the strength of the reinforcing steel, and the strength of the concrete, resulting in a large-strength support, and the beams, girders and other main structural members of the building are not rusted or corroded. Roofing materials such as stainless steel hollow tubes or aluminum hollow tubes, conventional wood, etc. are used to reduce the weight of the building. In addition, the present invention provides a building method and a building in which a wall material is constructed using lightweight materials that are resistant to earthquake and wind damage.

[0010]

DESCRIPTION OF THE PREFERRED EMBODIMENTS As described above, the present invention emphasizes disasters caused by earthquakes, wind damage, etc., and provides strong and durable pillars that play the most important role in ensuring the safety of buildings even in the event of unexpected disasters. By using a metal tube that does not rust and corrode, such as a stainless steel hollow tube, a plated hollow steel tube, or an aluminum hollow tube, with a tube length that is divided for each floor of the building, a reinforcing bar that is formed in the hollow portion of the tube is used. A space for inserting the bottom of the second floor support into the upper part of the pipe from above is provided. A space in which the bottom of the second floor support is divided into a fixed amount of concrete-filled building support and formed at the top of the first floor support. The first floor support and the second floor support are erected together by firmly tightening bolts between the plate provided at the bottom of the support and the first floor support plate.

Therefore, since the bottom of the second-floor support is inserted into the upper space of the first-floor support, the second-floor support is slightly thinner than the diameter of the first-floor support. Although not shown, the pillars are erected by such an operation successively without loosening, and the columns are erected and the frame of the building is built. Therefore, the building is strongly durable with the combined strength of the pipe strength + the reinforcing steel strength + the concrete strength. The strut of which the sex is doubled is a strut having a strength that is incomparable with a conventional strut or a wooden strut. Therefore, according to the present invention, a highly safe building can be constructed.

[0012] Further, it is strongly fastened and joined to a column such as a beam or a girder,
The frame of the main building is also made of plated steel material that does not rust and does not corrode or wood that has been subjected to preservative treatment, so that a highly durable frame is completed. Furthermore, in order to reduce the weight of the building, wall materials and roof materials are also constructed of lightweight materials with strong earthquake resistance.

[0013]

DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view of a composition pipe of a support pipe A forming a first-floor support and before a concrete filling process. FIG. 2 shows a plan view of FIG. FIG. 3 is a sectional view of a second-floor support pipe B in which a bottom is inserted into a space A-1 formed in an upper part of a first-floor support pipe A before a reinforced concrete filling process. K formation. FIG. 4 is the second-floor support pipe B of FIG.
FIG. FIG. 5 shows a first-floor column structure in which a reinforcing bar M is placed in a first-layer column tube A, a predetermined amount of concrete C is filled from above, and a space A-1 is formed in the upper portion to insert a second-layer column tube. FIG. FIG. 6 shows a plan view of FIG. FIG. 7 is a cross-sectional view of a second-floor post structure in which a space B-2 in which a third-floor post tube is inserted is formed at the upper portion of a post tube which is filled with reinforcing steel M and concrete C and is compacted. In the drawing, B-1 is a fitting portion which is fitted and inserted into the upper part of the first-floor support A. FIG. 8 is a plan view of the second floor support B of FIG. FIG. 9 is a cross-sectional view showing the first floor support A and the second floor support B inserted and fastened.

Next, the structure will be described with reference to the drawings of the embodiment. In FIGS. 1 and 2, A is a hollow pipe of a building column which does not rust and does not corrode, which is suitable for a building design. Since the hollow tube is a hollow tube having a quadrangular cross section in the drawing, it may have another shape such as a cylindrical shape or a hexagonal shape depending on the design. The metal pipe which does not rust and does not corrode is, for example, a pipe forming a pillar such as a stainless steel hollow pipe, a zinc-plated or metallicone-sprayed hollow steel pipe, and an aluminum hollow pipe for small houses and offices.

(1) is a plate to be fastened to the foundation concrete G welded to the bottom of the hollow tube A. (1-1) is a foundation bolt hole provided in the plate (1). (10)
Are embedded in the base body G with anchor bolts. (5)
Is a protruding body for connecting floor joists to the floor frame welded to the bottom of the hollow tube A. The shape of the protruding body is D-shaped in the figure, but may be a protruding body having a shape according to the design. (6)
Is a welded reinforcing plate for reinforcing the plate (1) and the support tube A to further strengthen the tube bottom and the protruding body (5) to reinforce the tube and the plate into one body. (2) is a plate for inserting and fastening the second-floor support pipe B welded to the upper surface of the first-floor support pipe A into the first-floor support pipe A, and using bolt holes (2-
1) is provided and the first floor support A and the second floor support B are fastened. In the figure, the lower projecting body, the upper projecting body and the reinforcing plate of the support tube A have the same function and effect, and therefore are denoted by the same reference numerals. Referring to FIG. 9, (2-1) is a bolt insertion hole for firmly fastening the first floor support and the second floor support. (11) indicates a bolt for fastening the first floor plate (2) and the second floor plate (3).

3 and 4 show a space A above the first-floor support pipe A.
It is sectional drawing and a top view of the 2nd floor support pipe B which inserts a bottom part into -1. (3) is welded to the column 1 that fastens the first-stage column tube A and the second-stage column tube B that are welded to the upper part of the portion B-1 of the second-stage column tube B that is inserted into the first-layer column tube. Shows a plate that is (3-1) is a bolt hole to be fastened with a bolt (11) to the bolt hole (2-1) of the plate (2) above the first floor support A. (6) shows a reinforcing plate.
(4) is a plate welded to the upper surface of the second-floor support tube B. This plate is shown in FIG.
Although the floor support is shown, it is formed so that the third floor support is inserted and erected. (4-1) is a bolt hole formed in the plate (4) for fastening the third floor support. (5) is an E-shaped projecting body for connecting frame members such as beams and girders on the second floor, and is welded to the upper portion of the support pipe. (6) is a protruding body (5) at the upper part of the second-floor support pipe B and a reinforcing plate for reinforcing the support pipe B, and the support pipe and the protruding body are welded to one body. B-1 is a fitting portion formed at the bottom of the second-floor support pipe to be inserted into the space above the first-floor support pipe, and the insertion length is indicated as K.

FIGS. 5 and 6 are a sectional view and a plan view, respectively, showing a columnar body in which a reinforcing bar M is inserted into a first-floor support pipe A, a predetermined amount of concrete C is filled and compacted.
Is provided with a space A-1 for inserting and connecting the second-floor support tube B at the upper part of the column, and filling and compacting.

FIGS. 7 and 8 are a sectional view and a plan view, respectively, showing a column which is made by inserting a reinforcing bar M into a second-floor support pipe B, filling a predetermined amount of concrete C and compacting the same.
Is provided with a space B-2 for inserting and connecting a third-floor support (not shown) at the upper part of the column, and is compacted.

FIG. 9 shows an embodiment for connecting the first floor support A and the second floor support B and erecting the connected support.

In erection of the column, the first floor column A is placed on the base body G with the plate (1) in contact therewith and fixed by the anchor 10, and the lower portion of the second column column B is placed in the upper space A-1 of this column. The connection insertion portion B-1 is inserted, and the plates (2) and (3) are joined to form bolt holes (2-1) and (3-
Insert the bolt (11) into 1) and fasten it. Therefore, as can be understood from the drawing, the pipe diameter of the first floor support pipe A is larger than the pipe diameter of the second floor support B by the thickness of the pipe, and the depth K of the space A-1 above the first floor support is equal to the second floor support. The lower part B is formed so as to have the same depth K as the insertion part B-1. In addition, the connection plate (2) at the upper part of the first floor support and the connection plate (3) at the lower part of the second floor support need to be equal in size, and the bolt holes (2-
1) and (3-1) also have bright holes at the same positions.

As described above, the reference numerals are explained, but in the present invention, the conventional building lacks durability due to earthquake resistance, strong wind resistance and the like. In particular, hollow tubes that do not rust and corrode the structure of the struts are divided into struts for each strut, a reinforcing bar with a strong composition is placed in the hollow tubes, and a certain amount of concrete is filled from above and compacted on the first floor. 2nd floor support treated in the same way as support, or 3
The fittings formed at the bottoms of the columns are inserted into the spaces formed at the top of the first and fourth floor columns (not shown) inside the hollow tube, and the columns are firmly welded to the hollow tube and fastened to each other by bolts between the plates. , And firmly tighten the bolts on the projecting body that joins the beams, girders, etc. welded to the pillars, forming the main frame of the building, and make sure that the struts and struts are in place. In order to lighten the building materials such as walls, roofs, etc., the building materials that are strong and light against strong earthquakes and strong winds are used for building interiors. The framework of the part to be corroded is made of a material that does not rust and does not corrode to reduce the weight of the building. It is as strong as possible and the framework is completed with lightweight materials. Buildings with excellent strength can be built It is intended. Further, since this structural support is configured as a support that is distinguished for each floor so as to be compatible with architectural design, it is very convenient for building design.

[0022]

As described above, the present invention is a heavy-duty part of a building for a long period of time, which is strong against earthquakes, strong winds, etc., which plays the most important role in building a building on each floor according to the building design from one floor. The structure of the structure that supports the durability of the columns, beams, girders, etc. is the strength of the hollow column, the strength of the hollow tube + the reinforcing bar placed inside the hollow tube + the strength of the concrete due to the strength of the three members of the concrete. The concrete that has been filled and compacted in the pipe is also strong in bending and has no cracks, etc.Because the beam, girder, bracing connection joint that is strongly welded to the support pipe is strongly fastened with bolts It has an outstanding action and effect that does not cause any slight loosening.

Further, since the support of the building of the present invention has a structure of each floor, it can be applied to any building support. In addition, the two-storey and three-storey support are firmly fitted into the support pipe and furthermore are mutually connected. There is also an operational effect that the supporting column can be easily formed by bolting the plate welded to the column.

Also, in order to reduce the weight of the building by using a building frame made of light materials that are strong and do not rot, such as rafters, studs, joists, etc. The method of building a building according to the present invention, which can cope with disasters caused by earthquakes, strong winds, and the like, because it uses aluminum plate processed products, other strong and lightweight wall materials and roofing materials, and the building has an epoch-making effect. .

[Brief description of the drawings]

FIG. 1 is a sectional view of the first-floor support pipe.

FIG. 2 is a plan view of the first-floor support pipe.

FIG. 3 is a sectional view of a second-floor support pipe.

FIG. 4 is a plan view of a second-floor support pipe.

Fig. 5 Cross section of the first floor support

FIG. 6 is a plan view of the first floor support.

FIG. 7 is a sectional view of a second-floor support.

FIG. 8 is a plan view of the second floor support.

FIG. 9 is a sectional view of the assembled support.

[Explanation of symbols]

 A: Support pipe on the first floor B: Support pipe on the second floor C: Concrete M: Reinforcing bar K: Insertion thickness A-1: Receiving part on the support on the first floor B-1: Insertion part of the support on the second floor B-2 ... 2 Receiving part of floor support 1… Basic plate of 1st floor support pipe 1-1… Bolt hole of base plate 2… Piece plate of first floor support pipe 2-1… Bolt hole 3… Piece plate of 2nd floor support 3-1… Bolt hole 4 ... Upper plate of the second-floor support pipe 4-1 ... Bolt hole 5 ... Projecting body (floor) 5-1 ... Projecting body (first floor ceiling) 5-2 ... Projecting body (second floor ceiling) 6 ... Reinforcing plate 10 ... Anchor

──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int.Cl. ⁷ , DB name) E04B 1/16 E04B 1/30

Claims (2)

(57) [Claims] 1. A stainless steel which does not rust or corrode the pillars of the building.
Design of buildings using steel pipes, plated steel pipes, aluminum pipes, etc.
A tubular body according shape dimensions, the split strut for each floor
The thickness of the 2nd floor support pipe that can be inserted into the 1st floor support pipe
And the thickness of the third-floor support pipe that can be fitted into the second-floor support pipe,
Reduce the pipe diameter as you move upstairs ,
A row of protruding bodies for fastening the frame connection joint to the outer circumference of the divided pipe
Beauty provided a rectangular plate projecting Detai to reinforce these
It is stipulated that a reinforcing plate is welded and a gap is provided above the support tube.
By arranging the pair formed rebar to the position concrete up to this position
And compact it, and fill the space above the tube with the upper
And, strut tube to enter fitting the next upper floor strut tube to the fitting portion
Assemble the plate and fasten it to the column by connecting the plates to each other, and use a building material that does not rust and corrode the building materials used for beams, girders, and braces for this column, and fasten to the protrusions provided on the column with bolts A building method that uses a roofing material, a wall material that is strong and does not corrode and is made of an aluminum plate processed product, a stainless steel plate processed product, and a resin processed product that further reduces the weight of the building. 2. A reinforced and non-corrosive support pipe is provided in a support pipe which is not rusted, and the support is inserted and fastened at each floor according to the design using a support of a building filled with concrete and compacted. The building according to the building construction method according to claim 1, wherein a beam, a girder, and a streak connected to the support are connected and connected to a protruding body welded to the support by a bolt to reduce the weight of the structure.