JP3172234B2 - How to build a building - Google Patents
How to build a buildingInfo
- Publication number
- JP3172234B2 JP3172234B2 JP03938592A JP3938592A JP3172234B2 JP 3172234 B2 JP3172234 B2 JP 3172234B2 JP 03938592 A JP03938592 A JP 03938592A JP 3938592 A JP3938592 A JP 3938592A JP 3172234 B2 JP3172234 B2 JP 3172234B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- building
- column
- wall
- pillar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、建設現場で外壁等を取
付ける建物の構築方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a building for mounting an outer wall or the like on a construction site.
【0002】[0002]
【背景技術】近年、鉄骨構造の柱,梁を構造要素とする
軸組構造の出現によって、外壁は構造体の一部である必
要性を失い、建物の構造強度に直接関係ないものとなっ
た。その結果、カーテンウォールと呼ばれる外壁が使用
されるようになり、この外壁は、柱,梁等の構造体側か
ら支持されている。2. Description of the Related Art In recent years, with the advent of a framed structure using columns and beams of a steel structure as structural elements, the outer wall has lost the necessity of being a part of the structure, and has no direct relation to the structural strength of the building. . As a result, an outer wall called a curtain wall is used, and the outer wall is supported from the side of a structure such as a pillar or a beam.
【0003】このような外壁を柱,梁等の構造体側に取
付ける方法としては、建設現場で立設された複数本の柱
に、まず上下の梁を架けわたして枠組みを形成し、この
枠組みにファスナー等を介して外壁を取付けるのが一般
的である。[0003] As a method of attaching such an outer wall to a structure such as a pillar or a beam, a frame is formed by first suspending upper and lower beams on a plurality of pillars erected at a construction site. It is common to attach an outer wall via a fastener or the like.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、従来の
建物の構築方法では、まず複数本の柱を立設し、次にこ
れらの柱に上下の梁を架けわたして枠組みを形成し、さ
らにこの枠組みに外壁を取付けている。これらの作業は
すべて建設現場で行われており、現場作業の時間が多く
なるので工期短縮化の阻害要因となっている。また、従
来では、柱,梁,外壁等をばらばらの部材で運搬してお
り、積降ろしの回数が増えるので運搬の手間がかかり効
率が悪いという問題がある。However, in the conventional building construction method, first, a plurality of pillars are erected, and then the upper and lower beams are laid on these pillars to form a frame. The outer wall is attached to the. All of these operations are performed at the construction site, which increases the time required for the on-site operations, which is an obstacle to shortening the construction period. Further, conventionally, columns, beams, outer walls, and the like are transported by discrete members, and the number of times of loading and unloading increases, so that there is a problem that the transportation is troublesome and the efficiency is low.
【0005】ここに本考案の目的は、現場作業を少なく
して工期短縮が図れる建物の構築方法を提供することに
ある。[0005] It is an object of the present invention to provide a building construction method capable of shortening the construction period by reducing on-site work.
【0006】[0006]
【課題を解決するための手段】そこで本発明は、予め工
場において外壁と枠体とを一体的に組付けて形成された
壁ユニットを、建設現場で立設された隣合う柱間に取付
けて建物を構築する建物の構築方法であって、前記柱と
壁ユニットとを連結・固定する連結金具を有し、この連
結金具は、前記隣合う柱の上端面とその柱の上方に設け
られる上階用柱の下端面との間に挟み込まれる基板と、
この基板の両端部かつ上下両面に設けられ前記壁ユニッ
トの側面をガイドするとともにその壁ユニットを前記柱
に固定するガイド板とを備えて形成され、前記壁ユニッ
トのうち下階用の壁ユニットを、隣合う前記柱間に位置
させた後、前記連結金具における基板の下側の両ガイド
板にそれぞれガイドさせて前記柱に固定し、次いで、前
記柱の上方に前記基板に載せて上階用の柱を立設し、前
記壁ユニットのうち上階用の壁ユニットを前記基板の上
側の両ガイド板にそれぞれガイドさせて前記上階用の柱
に固定して建物を建てることを特徴とする建物の構築方
法とした。SUMMARY OF THE INVENTION The present invention is mounted beforehand the wall unit formed by integrally assembled to plant odor Te an outer wall and the frame, between upright been adjacent pillars in the construction site
A method of building a building, comprising:
It has a connection fitting for connecting and fixing to the wall unit.
The metal fitting is provided on the upper end surface of the adjacent column and above the column.
A substrate sandwiched between the lower end surface of the upper floor pillar to be
The wall unit provided on both ends and both upper and lower surfaces of this substrate
Guide the side of the
And a guide plate fixed to the wall unit.
Position the lower floor wall unit between the adjacent columns
After that, both guides on the lower side of the substrate in the connection fitting
Each is guided by a plate and fixed to the column, then
An upper floor pillar is erected on the board above the pillar,
The wall unit for the upper floor among the wall units is placed above the substrate.
The upper floor pillar is guided by both guide plates on the side
The building construction method is characterized in that the building is fixed to the building .
【0007】[0007]
【作用】このような本発明では、工場で作られ外壁と枠
体とでなる壁ユニットは、建設現場に搬入され、その建
設現場で立設された柱間に、連結金具を介して固定され
る。壁ユニットは予め工場で製作されており、この壁ユ
ニットの取り付けは、建設現場で、隣り合う柱間に位置
させるとともに、壁ユニットの枠体を、連結金具におけ
る基板の下階用のガイド板、および上階用のガイド板に
それぞれガイドさせ、かつ下階用の柱、上階用の柱に固
定するだけで行うことができる。従って、現場作業が少
なくて済み、工期短縮が図れる。また、外壁等の運搬に
際してもユニット化されたものを運べばよいので、運搬
の効率がよいものとなった。According to the present invention, an outer wall and a frame made in a factory are used.
Wall unit consisting of the body is carried into the construction site, between upright been pillars in the construction site, they are fixed through the connecting fitting. The wall unit is manufactured in advance at the factory, and the wall unit is installed at the construction site between adjacent pillars and the frame of the wall unit is attached to the connection bracket.
Guide plate for lower floor and guide plate for upper floor
It can be performed simply by guiding each of them and fixing them to the pillars for the lower floor and the pillars for the upper floor . Therefore, less on-site work is required, and the construction period can be shortened. In addition, when transporting the outer wall or the like, the unitized product may be transported, so that the transport efficiency is improved.
【0008】[0008]
【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1には、本実施例に係る建物の構築方法によ
り建てられた建物の全体が示されている。同図におい
て、建物1は基礎2上に建てられた1階部3とこの1階
部3に載せられた2階部4とで構成されており、それぞ
れの階3,4は、建設現場で立設された柱5にユニット
6を現場で固定して構築される。このユニット6には、
予め工場において建物の外壁7が取付けられている。An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows an entire building constructed by the building construction method according to the present embodiment. In the figure, a building 1 is composed of a first floor 3 built on a foundation 2 and a second floor 4 placed on the first floor 3, and each floor 3, 4 is a construction site. The unit 6 is fixed to an upright pillar 5 at the site. In this unit 6,
An outer wall 7 of a building is attached to a factory in advance.
【0009】図2には前記ユニット6と柱5との取付け
状態が、図3には前記ユニット6の全体斜視がそれぞれ
示されている。これらの図に示すように、ユニット6
は、建物1の各柱5に固定される枠体8と、この枠体8
に予め工場で取付けられた外壁7とを備えて形成されて
いる。前記枠体8は、前記柱5に固定されるとともに柱
5の高さと略同一の長さに形成された一対の縦梁9と、
これらの縦梁9の上下端間を連結する上梁10および下梁
11とで四角形の枠に組合わされて形成されている。ここ
で、各梁9,10,11は、前記柱5の幅と略同一の幅を有
する断面略コ字形の、例えば溝型鋼が使用されている。
また、図3に示すように、柱5に対向する縦梁9の外側
面の所定箇所にはライナー16が固着されており、この部
分には、梁9からライナー16を貫通するボルト12取付け
用の取付穴9Aが明けられている。なお、この取付穴9Aに
対向する柱5には、ボルト12が螺合するめねじが切られ
ている。FIG. 2 shows an attached state of the unit 6 and the column 5, and FIG. 3 shows an overall perspective view of the unit 6. As shown in these figures, the unit 6
Is a frame 8 fixed to each pillar 5 of the building 1, and the frame 8
And an outer wall 7 previously attached at a factory. The frame body 8 includes a pair of vertical beams 9 fixed to the column 5 and formed to have a length substantially equal to the height of the column 5,
Upper beam 10 and lower beam connecting the upper and lower ends of these vertical beams 9
11 and are combined in a square frame. Here, each of the beams 9, 10, 11 is made of, for example, a channel steel having a substantially U-shaped cross section and a width substantially equal to the width of the column 5.
As shown in FIG. 3, a liner 16 is fixed to a predetermined portion of the outer surface of the vertical beam 9 facing the column 5, and a bolt 12 for passing the liner 16 from the beam 9 is attached to this portion. The mounting hole 9A is drilled. The column 5 facing the mounting hole 9A is provided with a female screw into which the bolt 12 is screwed.
【0010】前記外壁7は、前述のように予め工場で図
略のファスナー等により枠体8に取付けられており、そ
の平面の大きさは前記枠体8の平面の大きさと略同一と
されている。そして、外壁7同士の隙間には図2に示す
ように目地材13が適宜埋め込まれている。The outer wall 7 is previously attached to the frame 8 by a fastener or the like (not shown) at the factory as described above, and the size of the plane is substantially the same as the size of the plane of the frame 8. I have. As shown in FIG. 2, joint members 13 are appropriately embedded in gaps between the outer walls 7.
【0011】図4には、建物1の柱5同士を上下方向に
連結する柱連結金具20の縦断面、特に、1階部3の柱5
と結合した状態が、また、図5には前記柱連結金具20の
全体斜視がそれぞれ示されている。これらの図におい
て、柱連結金具20は、1階部3の柱5の上端面と2階部
4の柱5の下端面との間に介在される基板21と、この基
板21の上下の面に柱5を挟んで立設されるそれぞれ一対
のガイド板22,23と、前記基板21に上下方向に突設され
たピン24,25 とを備えて構成されている。FIG. 4 shows a vertical section of a column connecting fitting 20 for connecting the columns 5 of the building 1 in the vertical direction, in particular, the columns 5 of the first floor 3.
FIG. 5 shows an overall perspective view of the column connecting fitting 20. In these figures, the column connecting bracket 20 includes a substrate 21 interposed between the upper end surface of the column 5 of the first floor portion 3 and the lower end surface of the column 5 of the second floor portion 4, and upper and lower surfaces of the substrate 21. And a pair of guide plates 22 and 23 erected with the column 5 interposed therebetween, and pins 24 and 25 projecting vertically from the substrate 21.
【0012】図4,5に示すように、前記基板21は、柱
5の断面より一方方向の両端が少し長い矩形状の板状部
材で形成されている。そして、この基板21の上下の面に
は、前述のように一対のガイド板22,23が立設されて、
これらで断面略H字に形成されている。上下のガイド板
22,23は、その内面がそれぞれ2階部4の柱5の下端部
と1階部3の柱5の上端部との対向する外側面とに接す
るように、つまり、各柱5を挟み込めるようになってい
る。また、各ガイド板22,23には、図2,4に示すよう
に、柱連結金具20を上下の柱5間に配置し前記ユニット
6をこれらの柱5に固定する際、ユニット6側から取付
けるボルト12の挿通穴26が水平方向に明けられている。As shown in FIGS. 4 and 5, the substrate 21 is formed of a rectangular plate-like member whose both ends in one direction are slightly longer than the cross section of the column 5. A pair of guide plates 22 and 23 are provided upright on the upper and lower surfaces of the substrate 21 as described above.
These are formed in a substantially H-shaped cross section. Upper and lower guide plates
22 and 23 have their inner surfaces in contact with the lower end of the column 5 of the second floor 4 and the outer side of the upper end of the column 5 of the first floor 3 facing each other, that is, sandwich each column 5. It has become. As shown in FIG. An insertion hole 26 for the bolt 12 to be attached is formed in a horizontal direction.
【0013】前記基板21には、前述のように上下方向に
突出するピン24,25 が例えば溶接等により取付けられて
おり、このピン24,25 は、上下方向にそれぞれ2本取付
けられている。ピン24,25 はその先端が基端より細く形
成されている。ここで、1階部の柱5の上端面および2
階部の柱5の下端面にはエンドプレート14,15が例えば
溶接等により固着されており、従って、前記ピン24,25
はエンドプレート14,15の係合穴14A,15A に係合可能と
なっている。As described above, the pins 24 and 25 projecting in the vertical direction are attached to the substrate 21 by, for example, welding, and two pins 24 and 25 are attached in the vertical direction. The tips of the pins 24, 25 are formed thinner than the base ends. Here, the upper end face of the pillar 5 on the first floor and 2
End plates 14 and 15 are fixed to the lower end surface of the floor column 5 by, for example, welding or the like.
Can be engaged with the engagement holes 14A, 15A of the end plates 14, 15.
【0014】次に、本実施例による建物の構築手順を説
明する。まず、予め工場において、縦梁9と上下梁10,1
1 とを組合わせて枠体8を構築し、この枠体8にファス
ナー等によって外壁7を取付けてユニット6を作成す
る。このようなユニット6を柱等とともに複数個建設現
場に搬入する。建設現場では、まず基礎2上に1階部の
柱5を立設した後、この柱5の上端面に柱連結金具20を
取り付ける。この際、基板21の下側の一対のガイド板23
で柱5の外側面を挟み込むとともに、基板21の下側のピ
ン25を、前記1階部の柱5のエンドプレート14に明けら
れた係合穴14A に差込んで位置を決める。Next, a procedure for building a building according to this embodiment will be described. First, a vertical beam 9 and upper and lower beams 10,1
1 and a frame 8 is constructed, and an outer wall 7 is attached to the frame 8 with a fastener or the like to form a unit 6. A plurality of such units 6 are carried into a construction site together with columns and the like. At the construction site, first, a pillar 5 on the first floor is erected on the foundation 2, and a pillar connecting bracket 20 is attached to an upper end surface of the pillar 5. At this time, a pair of guide plates 23
The pin 25 on the lower side of the substrate 21 is inserted into the engaging hole 14A formed in the end plate 14 of the pillar 5 on the first floor, and the position is determined.
【0015】次いで、前記ユニット6を1階部3の柱5
間に配置させておおよその位置決めをした後、ユニット
6の縦梁9を、ガイド板22を挟み込んで柱5に当接し、
縦梁9側からボルト12を締付けてユニット6を柱5に固
定する。この際、ユニット6の縦梁9に適宜ライナー16
が取付けられているので、ガイド板22とのバランスがと
れて正確に固定される。Next, the unit 6 is connected to the pillar 5 of the first floor 3.
After the positioning and the approximate positioning, the vertical beam 9 of the unit 6 is brought into contact with the column 5 with the guide plate 22 interposed therebetween,
The unit 6 is fixed to the column 5 by tightening the bolt 12 from the vertical beam 9 side. At this time, a liner 16 is appropriately attached to the vertical beam 9 of the unit 6.
Is mounted, the balance with the guide plate 22 is secured, and it is accurately fixed.
【0016】このようにして、1階部3の部分のユニッ
ト6の取付けが終了し1階部3が構築されたら、次に2
階部4の柱5を柱連結金具20の基板21上に載せる。この
際、基板21の上側の一対のガイド板22で柱5の外側面を
ガイドさせて挟み込むとともに、基板21の上側のピン24
を前記2階部の柱5のエンドプレート15に明けられた係
合穴15A に差込んで位置を決める。When the mounting of the unit 6 on the first floor 3 is completed and the first floor 3 is constructed in this manner,
The column 5 of the floor 4 is placed on the substrate 21 of the column connecting fitting 20. At this time, the pair of guide plates 22 on the upper side of the substrate 21 guide and sandwich the outer surface of the column 5, and the pins 24 on the upper side of the substrate 21 are pinched.
Is inserted into the engagement hole 15A formed in the end plate 15 of the pillar 5 on the second floor to determine the position.
【0017】2階用の柱5が1階3の柱5に載せられた
ら、上述した1階3の構築手順と略同様の手順により、
2階部のユニット6を順次取付け、さらに外壁7等の隙
間を適宜目地材13で塞ぎ2階部4の構築を終了する。When the pillar 5 for the second floor is placed on the pillar 5 on the first floor 3, the procedure is substantially the same as the construction procedure for the first floor 3 described above.
The units 6 on the second floor are sequentially mounted, and the gaps of the outer wall 7 and the like are appropriately closed with the joint material 13 to complete the construction of the second floor 4.
【0018】前述のような本実施例によれば、次のよう
な効果がある。すなわち、外壁7は予め工場において枠
体8に取付けられユニット6に形成されており、建設現
場では、このユニット6をそこで立設された柱5に固定
するだけで建物の構築ができるので、現場作業が少なく
て済むとともに、建物の構築が容易かつ、短時間で行
え、従って、工期の短縮が図れる。According to the above-described embodiment, the following effects can be obtained. That is, the outer wall 7 is attached to the frame 8 in advance in the factory and is formed in the unit 6. At the construction site, the building can be constructed simply by fixing the unit 6 to the pillar 5 erected there. In addition to requiring less work, the construction of the building can be performed easily and in a short time, and thus the construction period can be shortened.
【0019】また、外壁7は予め工場において枠体8に
取付けられユニット6に形成されているので、柱,梁,
外壁等ばらばらの部材を運ぶ従来に比べて、積み降ろし
等の回数も少なくて済み、運搬効率がよくなるという効
果も生じる。Further, since the outer wall 7 is previously attached to the frame 8 at the factory and formed in the unit 6, the outer wall 7
Compared with the conventional method of transporting discrete members such as outer walls, the number of times of loading and unloading can be reduced, and the effect of improving transport efficiency can be obtained.
【0020】さらに、1階部3,2階部4の柱5を連結
するには、柱連結金具20をこれらの柱5の間に介在さ
せ、基板21の上下に突出したピン24,25とガイド板22,2
3 とを柱5に係合させればよいので、簡単かつ確実に連
結できる。Further, in order to connect the columns 5 of the first floor portion 3 and the second floor portion 4, a column connecting fitting 20 is interposed between the columns 5, and the pins 24, 25 projecting up and down of the substrate 21 are connected to the columns 24. Guide plate 22,2
3 can be engaged with the column 5, so that the connection can be easily and reliably performed.
【0021】また、枠体8の縦梁9のボルト取付け穴9A
の柱5に当接する側には、ガイド板22,23 と同じ厚さの
ライナー16が固着されており、ユニット6を柱5に取付
ける際、縦梁9と柱5との間に挟まれるガイド板22,23
とのバランスがとれるので、ユニット6と柱5とは正常
に固定される。The bolt mounting hole 9A of the vertical beam 9 of the frame 8 is also provided.
A liner 16 having the same thickness as the guide plates 22 and 23 is fixed to the side that comes into contact with the column 5, and when the unit 6 is mounted on the column 5, a guide pinched between the vertical beam 9 and the column 5. Planks22,23
And the unit 6 and the column 5 are normally fixed.
【0022】なお、本発明は前述の実施例に限定される
ものではなく、次に示すような変形等を含むものであ
る。すなわち、前記実施例ではユニット6を形成するの
に、縦梁9と上下の梁10,11と外壁7とを組合わせてい
るが、これに限らず、例えば縦梁9を使用せず、上下の
梁10,11と外壁7とを組合わせたユニット6としてもよ
い。The present invention is not limited to the above-described embodiment, but includes the following modifications. That is, in the above-described embodiment, the vertical beam 9 and the upper and lower beams 10, 11 and the outer wall 7 are combined to form the unit 6. However, the present invention is not limited to this. The unit 6 may be a combination of the beams 10 and 11 and the outer wall 7.
【0023】また、前記実施例では2階建ての建物1で
の構築方法としたが、これに限らず、本発明は、例えば
3階建てあるいはそれ以上の建物にも利用できるもので
ある。In the above-described embodiment, the construction method is a two-story building 1. However, the present invention is not limited to this, and the invention can be applied to, for example, a three-story building or more.
【0024】その他、本発明の実施の際の具体的な構造
および形状等は、本発明の目的を達成できる範囲であれ
ば他の構造等でもよい。In addition, the specific structure, shape, and the like when the present invention is implemented may be other structures as long as the object of the present invention can be achieved.
【0025】[0025]
【発明の効果】以上に説明したように、本発明の建物の
構築方法によれば、壁ユニットは予め工場で製作されて
おり、この壁ユニットの取り付けは、建設現場で、隣り
合う柱間に位置させるとともに、壁ユニットの枠体を、
連結金具における基板の下階用のガイド板、および上階
用のガイド板にそれぞれガイドさせ、かつ下階用の柱、
上階用の柱に固定するだけで行うことができる。従っ
て、現場作業が少なくて済み、工期短縮が図れるという
効果がある。また、外壁等の運搬に際してもユニット化
されたものを運べばよいので、運搬の効率がよいという
効果がある。As described above, according to the building construction method of the present invention, the wall unit is manufactured in advance at the factory, and the wall unit is mounted at the construction site adjacent to the wall unit.
While being located between the matching columns, the frame of the wall unit ,
Guide plate for the lower floor of the board in the connection fitting , and upper floor
To guide each on the guide plate for, and pillars for the lower floor,
It can be done simply by fixing it to a pillar for the upper floor . Therefore, there is an effect that the on-site work can be reduced and the construction period can be shortened. In addition, it is sufficient to carry the unitized product when transporting the outer wall and the like, so that there is an effect that transportation efficiency is high.
【図1】本発明の一実施例に係る建物の構築方法により
建てられた建物の全体図である。FIG. 1 is an overall view of a building built by a building construction method according to one embodiment of the present invention.
【図2】図1におけるII−II線断面図である。FIG. 2 is a sectional view taken along line II-II in FIG.
【図3】ユニットの全体斜視図である。FIG. 3 is an overall perspective view of a unit.
【図4】柱と柱との上下方向の連結状態を示し、図1に
おけるa部詳細図である。FIG. 4 is a detailed view of a part a in FIG. 1, showing a vertically connected state of the pillars;
【図5】柱連結金具の全体斜視図である。FIG. 5 is an overall perspective view of a column connecting fitting.
1 建物 5 柱 6 ユニット 7 外壁 8 枠体 9 縦梁 10 上梁 11 下梁 20 柱連結金具 1 building 5 pillar 6 unit 7 outer wall 8 frame 9 vertical beam 10 upper beam 11 lower beam 20 pillar connection bracket
Claims (1)
に組付けて形成された壁ユニットを、建設現場で立設さ
れた隣合う柱間に取付けて建物を構築する建物の構築方
法であって、前記柱と壁ユニットとを連結・固定する連
結金具を有し、この連結金具は、前記隣合う柱の上端面
とその柱の上方に設けられる上階用柱の下端面との間に
挟み込まれる基板と、この基板の両端部かつ上下両面に
設けられ前記壁ユニットの側面をガイドするとともにそ
の壁ユニットを前記柱に固定するガイド板とを備えて形
成され、前記壁ユニットのうち下階用の壁ユニットを、
隣合う前記柱間に位置させた後、前記連結金具における
基板の下側の両ガイド板にそれぞれガイドさせて前記柱
に固定し、次いで、前記柱の上方に前記基板に載せて上
階用の柱を立設し、前記壁ユニットのうち上階用の壁ユ
ニットを前記基板の上側の両ガイド板にそれぞれガイド
させて前記上階用の柱に固定して建物を建てることを特
徴とする建物の構築方法。[Claim 1] in advance of the wall unit which is formed integrally assembled to factory smell Te and an outer wall and the frame, construction side of the building to build a building attached to between the upright has been adjacent pillars at construction site
A method of connecting and fixing the column and the wall unit.
A metal fitting, and the metal fitting is an upper end surface of the adjacent column.
And the lower end of the upper floor pillar provided above the pillar
The substrate to be sandwiched and both ends of this substrate and both upper and lower sides
To guide the side of the wall unit
And a guide plate for fixing the wall unit to the column.
The wall unit for the lower floor among the wall units,
After being located between the adjacent columns,
The column is guided by the two guide plates on the lower side of the substrate, respectively.
And then rest on the substrate above the columns
A pillar for the floor is erected, and the wall unit for the upper floor of the wall unit is used.
Guide the knit to both guide plates above the board
And building the building by fixing the building to the upper floor pillars .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP03938592A JP3172234B2 (en) | 1992-02-26 | 1992-02-26 | How to build a building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP03938592A JP3172234B2 (en) | 1992-02-26 | 1992-02-26 | How to build a building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05230915A JPH05230915A (en) | 1993-09-07 |
JP3172234B2 true JP3172234B2 (en) | 2001-06-04 |
Family
ID=12551545
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP03938592A Expired - Fee Related JP3172234B2 (en) | 1992-02-26 | 1992-02-26 | How to build a building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3172234B2 (en) |
-
1992
- 1992-02-26 JP JP03938592A patent/JP3172234B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH05230915A (en) | 1993-09-07 |
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