JPH02232436A - Manufacture of builtup type construction frame structure - Google Patents

Manufacture of builtup type construction frame structure

Info

Publication number
JPH02232436A
JPH02232436A JP5185989A JP5185989A JPH02232436A JP H02232436 A JPH02232436 A JP H02232436A JP 5185989 A JP5185989 A JP 5185989A JP 5185989 A JP5185989 A JP 5185989A JP H02232436 A JPH02232436 A JP H02232436A
Authority
JP
Japan
Prior art keywords
length
sides
frame structures
frame structure
joining
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.)
Granted
Application number
JP5185989A
Other languages
Japanese (ja)
Other versions
JP2852755B2 (en
Inventor
Yuji Nomura
祐二 野村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TOHO SHIITOFUREEMU KK
Toho Sheet and Frame Co Ltd
Original Assignee
TOHO SHIITOFUREEMU KK
Toho Sheet and Frame Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by TOHO SHIITOFUREEMU KK, Toho Sheet and Frame Co Ltd filed Critical TOHO SHIITOFUREEMU KK
Priority to JP5185989A priority Critical patent/JP2852755B2/en
Publication of JPH02232436A publication Critical patent/JPH02232436A/en
Application granted granted Critical
Publication of JP2852755B2 publication Critical patent/JP2852755B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE:To improve the efficiency of production extending over various kinds in specified size by mass-producing a small kind of frame structures while combining, joining and fixing these frame structures. CONSTITUTION:Length alpha is obtained in which the length A, B, C of other sides of a builtup type construction frame structure, in which the length of one sides of squares is equalized respectively and the length of other sides is represented by A, B, C respectively, can be divided into integers in common at largest values. The manufacturing process of the first frame structure, a second manufacturing process, in which length beta as a fraction on division into the integer is equalized to the length of other sides of the squares, and the frame structures manufactured by the first and second processes are combined so that the length of other sides of the squares is represented by A, B, C, and joined and fastened by a proper joining means. Accordingly, when a small kind of the frame structures are mass-produced previously, the frame structures can be produced efficiently extending over various kinds.

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野} 本発明は、少種類の枠組構造体を大巾生産寸るとともに
、これらを組合せて接合固定することによって、所定の
長さの多種類の組立式ぼ築用枠組構造体を大吊生産する
ことができるようにした組立式建築用枠組構造体の製造
方法に閏匁るものである。 [従来技術1 従来の組立式建築用枠組構造体例えばパネルハウスを構
成する床・屋根・側壁用の枠組4llIBt4は、例え
ば第11図の(A>に示すように[2400顛で横45
00sのものと、(B)に示1JようにK12400t
mで横5400llIIgのものと、(C) に示づよ
うに縦2400/I#+で横7200a+aの多種類の
ものがあった。
(Industrial Field of Application) The present invention is capable of producing many kinds of prefabricated construction framework structures of a predetermined length by producing a large number of frame structures of a small number of types and joining and fixing them together. This invention relates to a method of manufacturing a prefabricated building frame structure that can be produced in a large scale.・The frame 4llIBt4 for the roof and side walls is, for example, as shown in (A> in Fig. 11)
00s and K12400t as shown in (B) 1J.
There were many different types, including one with a length of 2400/I#+ and a width of 7200a+a, as shown in (C).

【発明が解決しようとする問題点1 ところで、前記従来のものは、縦の長さはそれぞれ同じ
であるが、横の長さはそれぞれ異なる多種類の組立式建
築用枠組#l造体であるので、多種類のものを製造しな
ければならず、大小生産を行う場合には不利である。特
にこの組立式建築用枠組構造体を自動製造装置例えIJ
’ Dボツ1〜が材料を溶接して製造1るような場合に
は、その組立式建築用枠組構造体が多種類の場合には多
数台のロボットが必要であり、イれを1台のロボットで
行なajうと1Jると、ある種類の組立式建築用枠組4
M造の大吊生産が終ると、その日;1;ットに他の種類
の組立式建築用枠組構造体の製造手順を教え直さなiJ
ればならない、といった問題点があった。 【問題点を解決づるための手段】 木R明は、前記従宋例のような問題点を解決1ることを
目的とし、その目的を達成づるための手段として、方形
の一辺の長さはそれぞれ同じで、他辺の長さがそれぞれ
所定の長さA.B,C,・・・である数種類の組立式建
築用枠組構造体の前記他辺の長さA,8,C.・・・を
できるだけ大きく共通に整数に分削ずることができる長
さαを求め、この長さαが方形の他辺の長さである第1
の粋組構造体の製造1程と、前記整数に分割したとき端
数となる長さβが方形の他辺の長さである第2の枠組構
造体の製造工程と、これら第1および第2の製造工程で
製造されたぞれぞれの枠組構造体を萌記方形の他辺の長
さがそれぞれA,B,C,・・・となるように組合せて
適宜の接合手段で接合囚定Jる接合工程とよりなること
を特徴とするものである。 (実施例} 以下、本允明の実施例を図面と共に詳細に説明する。 第1図において、IC 12.13は本発明によって製
造される組立式建築用枠組n造休で、方形の一辺すなわ
ち縦はそれぞれ同じ長さ( 2400mm >で、他辺
りなりも横はそれぞれ所定の長さA( 4500顛) 
, B (5400顛) 、C ( 7200cm )
である3種類のものである。 この発明は、前記方形の一辺の長さはぞれぞれ同じで、
他辺の長さがそれぞれ所定の長さA,8,Cである数種
類の組立式建築用枠組構造体の前記他辺の長さA,B.
Cをできるだけ大きく共通に整数に分割することができ
る長さα(1800顛冫を求め、この長さαが方形の他
辺の長さである第1の枠組#4造体14の製造工程と、
前記整数に分κ1したとぎ端数となる長さβ( 9 0
 0 eta )が方形の他辺の長さである第2の枠組
4l1迄体15の製浩1程と、これら第1および第2の
製造工程で製造されたそれぞれの枠組構造体14. 1
5を前記方形の他辺の長さがそれぞれA C’l 50
0fl>.B(54 00rlI!> . C (7 
200ati)となるように組合せて適宜の接合手段で
接合固定する接合工程とよりなる組立式建築用枠組構造
体の製造方法である。 この製造方法により、第1図の(A>に示すように、前
記枠組4l!I造休14を2個と、枠111#1造体1
5を1個とをそれぞれ組合甘で、各接合部を後述するよ
うに適宜の接合手段で接合固定1ることによって、縦2
400amで横4500mの所定寸法の組立式建築用枠
組桶造体11を製造することができる。 また、第1図の(8)に示づ−ように、前記枠組a造体
14を3個組合せて、前記同様に接合固定づることによ
って、M 2 4 0 0 ramで4flt5400
uの所定寸法の絹立式建榮用枠ll1lM4造体12を
製造ブることができる。 また、第1図の(C)に示すように、前記枠組4!4造
体14を4鈎組合せて、前記同様に接合固定することに
よって、縦2400mで横7200tmの所定寸法の組
立式建築用枠組構造体13をTlJ造することができる
。 前記枠組構造体14と枠組構造体15の接合固定1段、
および枠g構造休14どうしの接合固定手段は、例えば
第2図に示1J実施例のようなものが考えられる。 すなわち、粋組碍迄体14の接合部に四部14aを形成
し、粋組4i111造体15の接合部に前記凹部14a
に嵌合ずる凸部15aを形成ザる。そして、前記凹部1
4aに凸部15aを嵌合サるとともに、四部14aの側
面14bに穿設した孔14cに挿入したボルト16を凸
部15aの側面15bに穿設したねじ孔15cに螺合し
て締め付Cプることによって、接合固定づることができ
る。このような接合固定手段で強度的にも十分信頼でき
る接合が可能であるが、さらに接合の信頼性を高めるに
は、ぞの接合部の近傍を溶接ブればよい。 また、第3図の(A>に示1ように、前記接合部に−r
字状の補強部材17を六合固定するか、また、第3図の
(B)に示づように一字状の補強部4417’ を嵌合
固定すればよい。 また、枠組Wi造体14どうしの接合固定手段もボ1記
同様に、一方の枠組構造体14の接合部に四部14aを
形成し、他方の枠組#I迄体14の接合部に前記四部1
4aに吹合する凸部14dを形成する。そして、前記凹
部14aに凸部14dを吹合1るとともに、四部14a
の側而14bに穿設した孔14Cに挿入したボルト16
を凸部14dの側而14eに穿設したねじ孔14fに螺
合して締め付けることによって、接合固定することがで
きる。なj3、この接合の信頼性を高めるには、前記同
様にその接合部の近傍を溶接するか、接合部に第3図の
(A>または(B)に示匁ような補強部材17.17’
を嵌合固定すればよい。 第4図乃至第8図は、前記凹部14aと凸部14cj,
15aの各実施例を示1ノものであり、刃なりも、第4
図に示すように凹部14aと凸部14d.15aがそれ
ぞれ四角峙状のものて゛もよく、また、第5図に示すよ
うに、四部14aが四角節状で、凸部14d,15aが
平板状のものCもよく、また、第6図に示1ノように、
四部14aと凸部14d.15aがそれぞれコ字状の6
のでもよく、また、第7図に示でように、四部14aが
四角節状で、凸部14d,15aがコ字状のムのであク
てもよく、また、第8図に承りように、四部14aと凸
部14d,15aがそれぞれ逆L−字状のものであって
もよい。 また、第9図に示すように、凸部1/ld.15aに穿
設づるねじ孔に代えて貫通孔18にプッi〜19を固肴
してもよく、また、第10図に示1ノように,凸部14
d,15aに穿設リるねじ孔に代えて長孔20を穿設し
、この長孔20にナット19を店動自在に遊肴しておき
、任意の4n ljlF T−接合固定できるようにし
てもよい。 なお、前記枠組横造休11 15は自ijJ製造装置例
えばロボットによって自紡的に大吊生産1ることが可能
である。 [効果1 本発明は、以上説明したように、方形の一辺の長さはそ
れぞれ同じで、他辺の長さがそれぞれ所定の長さA.B
,C.・・・である数種類の組立式建築用枠組偶込体の
前記他辺の長さA.B,C.・・・をできるだけ大きく
共通に整数に分割することができる長ざαを求め、この
長さαが方形の他辺の長さである第1の枠組構造体のT
lJ造工程と、前記整数に分削したとき端数となる長さ
βが方形の他辺の長さである第2の枠組構造体の製造工
程と、これら第1および第2の製造工程で製造されたそ
れぞれの枠III造体を前記方形の他辺の長さがそれぞ
れA,B.C,・・・となるように組合せて適宜の接合
手段で接合固定覆る接合工程としたので、少種類の枠組
構造体を自#jJ製造装置例えばロボットが44料を溶
接J゛るなどによって大巾生産しておき、これらの枠組
構造体を組合せて接合固定することによって、所定1法
の多樟類の組立式建築用枠@構造体を能率よく製造づる
ことができ、その生産性がきわめて良くなる効東がある
[Problem to be Solved by the Invention 1] By the way, the above-mentioned conventional structure is a multi-type prefabricated building framework #l structure that has the same vertical length but different horizontal length. Therefore, many types of products must be manufactured, which is disadvantageous when performing large-scale and small-scale production. In particular, this prefabricated architectural framework structure is compared to an automatic manufacturing device
' When D-bots 1 to 1 are manufactured by welding materials, if there are many types of prefabricated building framework structures, many robots are required, and defects can be handled by one robot. When done by a robot, a certain type of prefabricated architectural framework 4
When the production of large-scale construction of M-builds is completed, on the same day, I will teach the students the manufacturing procedures for other types of prefabricated building frame structures.iJ
There was a problem that it had to be done. [Means for solving the problem] Mu Rming aimed to solve the problem like the above-mentioned example of the Congo Song Dynasty, and as a means to achieve that purpose, the length of one side of the square was They are the same, and the length of the other side is a predetermined length A. The lengths of the other sides of several types of prefabricated building frame structures are A, 8, C. Find the length α that can be divided into as large a common integer as possible, and calculate the length α of the first square whose length α is the length of the other side
A manufacturing process of a second framework structure in which the length β, which is a fraction when divided into integers, is the length of the other side of the square; The respective frame structures manufactured in the manufacturing process are combined so that the lengths of the other sides of the Moeki square are A, B, C, etc., and are secured together using an appropriate joining method. The method is characterized in that it consists of a J joining process. (Embodiment) Hereinafter, the embodiment of this invention will be explained in detail with reference to the drawings. Each length is the same length (2400mm>), and the other widths are each the specified length A (4500mm)
, B (5400 pieces), C (7200cm)
There are three types. In this invention, each side of the rectangle has the same length,
The lengths of the other sides of several types of prefabricated building frame structures are A, 8, and C, respectively.
The manufacturing process of the first framework #4 structure 14 in which the length α (1800 units) that can commonly divide C into as large an integer as possible is determined, and this length α is the length of the other side of the rectangle. ,
The length β (9 0
0 eta ) is the length of the other side of the rectangle, and the manufacturing process of the body 15 up to the second framework 4l1, and each of the framework structures 14.0 manufactured in these first and second manufacturing steps. 1
5 and the length of the other side of the square is A C'l 50
0fl>. B(54 00rlI!> .C(7
This is a method for manufacturing a prefabricated building frame structure, which comprises a joining step of combining the parts so that the parts are assembled so as to have a height of 200 ati) and joining and fixing them using an appropriate joining means. By this manufacturing method, as shown in (A> in FIG. 1), two frames 4l!
By assembling one piece of 5 and fixing each joint with an appropriate joining means as described later, 2 vertically
It is possible to manufacture a prefabricated building frame structure 11 having a predetermined dimension of 400 am and 4500 m in width. In addition, as shown in (8) of FIG. 1, by combining three of the framework structures 14 and joining and fixing them in the same manner as described above, 4flt5400 with M2400 ram is produced.
A silk vertical construction frame 111M4 structure 12 having a predetermined size of u can be manufactured. In addition, as shown in FIG. 1(C), by assembling the framework 4!4 structures 14 with four hooks and joining and fixing them in the same manner as described above, a prefabricated building with predetermined dimensions of 2,400 m in length and 7,200 t in width can be constructed. The framework structure 13 can be constructed in TlJ. one stage of joining and fixing the framework structure 14 and the framework structure 15;
The means for joining and fixing the frame g structures 14 to each other may be, for example, the one shown in the embodiment 1J shown in FIG. That is, the four parts 14a are formed at the joints of the Iki-kumi insulator body 14, and the recesses 14a are formed at the joint parts of the Iki-kumi 4i111 structure 15.
A convex portion 15a is formed to fit into the convex portion 15a. Then, the recess 1
At the same time, the bolt 16 inserted into the hole 14c drilled in the side surface 14b of the four section 14a is screwed into the screw hole 15c drilled in the side surface 15b of the protrusion 15a, and tightened C. The joint can be fixed by pulling. Although it is possible to achieve a sufficiently reliable connection in terms of strength using such a connection fixing means, in order to further increase the reliability of the connection, it is sufficient to weld the vicinity of each joint. Also, as shown in (A> 1 in FIG. 3), -r
The character-shaped reinforcing member 17 may be fixed in a six-piece manner, or a single-character reinforcing portion 4417' may be fitted and fixed as shown in FIG. 3(B). Further, the means for joining and fixing the framework Wi structures 14 to each other is similar to that described in item 1, by forming the four parts 14a at the joint part of one of the frame structures 14, and forming the four parts 14a at the joint part of the body 14 up to the other framework #I.
A convex portion 14d is formed to be fitted to 4a. Then, the convex portion 14d is fitted into the concave portion 14a, and the fourth portion 14a is
The bolt 16 inserted into the hole 14C drilled in the side part 14b of
It can be joined and fixed by screwing into a screw hole 14f drilled in the side wall 14e of the convex portion 14d and tightening. In order to increase the reliability of this joint, the vicinity of the joint may be welded as described above, or a reinforcing member 17.17 as shown in (A> or (B) in Figure 3) may be added to the joint. '
Just fit and fix. FIG. 4 to FIG. 8 show the recessed portion 14a and the convex portion 14cj,
15a is shown, and the blade is also the same as the fourth one.
As shown in the figure, a concave portion 14a and a convex portion 14d. Each of the four parts 15a may be in the shape of a square diagonal, or as shown in FIG. Like 1no,
Four parts 14a and a convex part 14d. 15a are each U-shaped 6
Alternatively, as shown in FIG. 7, the four portions 14a may be square knot-shaped, and the convex portions 14d and 15a may be U-shaped. , the four portions 14a and the convex portions 14d, 15a may each have an inverted L-shape. Further, as shown in FIG. 9, the convex portion 1/ld. Instead of the screw holes drilled in the screw holes 15a, the holes 1-19 may be fixed in the through-holes 18, and as shown in FIG.
A long hole 20 is drilled in place of the screw hole drilled in d and 15a, and a nut 19 is movably inserted into this long hole 20 so that any 4n ljlF T-junction can be fixed. You can. Note that the frame horizontal suspensions 11 to 15 can be produced in a large hanging manner using an own ijj manufacturing device, for example, a robot. [Effect 1] As explained above, in the present invention, one side of the rectangle has the same length, and the other sides have a predetermined length A. B
,C. The length of the other side of several types of prefabricated building frame inserts is A. B, C. Find the length α that can commonly divide .
1J construction process, a second framework structure manufacturing process in which the length β, which is a fraction when cut into integers, is the length of the other side of the rectangle, and manufacturing in these first and second manufacturing processes. The lengths of the other sides of the square are A, B, respectively. Since we used a joining process in which the parts are combined so that they are combined and fixed and covered using an appropriate joining means, a small number of framework structures can be assembled into large pieces using automatic manufacturing equipment such as a robot welding the 44 pieces together. By combining and fixing these frame structures together, it is possible to efficiently manufacture prefabricated building frames and structures using a single predetermined method, and the productivity is extremely high. There is a chance that it will get better.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の組立式ぼ築用枠組構込体の製造方法の
原辿図、第2図はこの組立式建榮用枠組構迄体を構成す
る分削された各枠組構造体の接合固定手段の実施例を示
す図、第3図の (Al.(8)は各枠組構造休の接合
固定部を補強づる実施例を示す図、第4図乃至第10図
はさらに他の各接合固定手段の実施例を示1ノ図、第1
1図は従来の組立式建築用枠組4M迄体を示ゴ図である
。 17, 12. 13・・・組立式建築用枠組構造体、
14. 15・・・砕If構造体、?4a−[!!1部
、14 b−fJ面、14C−・・孔、14d・・・凸
部、14e・・・側而、14f・・・ねじ孔、15a・
・・凸部、15b・・・側面、15c・・・ねじ孔、1
6・・・ボルト、17.17’・・・補強部材、18・
・・出通孔、19・・・ナッ1・、20・・・長孔。
Fig. 1 is an original diagram of the method for manufacturing a prefabricated building construction framework according to the present invention, and Fig. 2 shows each cut frame structure constituting this prefabricated building construction framework structure. Figures showing an embodiment of the joint fixing means, Figure 3 (Al. Fig. 1 shows an embodiment of the joining and fixing means.
Figure 1 is a diagram showing a conventional prefabricated building framework up to 4M. 17, 12. 13... prefabricated architectural framework structure,
14. 15...Shattered If structure? 4a-[! ! 1 part, 14 b-fJ plane, 14C-... hole, 14d... convex part, 14e... side part, 14f... screw hole, 15a-
...Protrusion, 15b...Side surface, 15c...Screw hole, 1
6... Bolt, 17.17'... Reinforcement member, 18.
...Exit hole, 19...Nut 1, 20...Long hole.

Claims (1)

【特許請求の範囲】[Claims] 方形の一辺の長さはそれぞれ同じで、他辺の長さがそれ
ぞれ所定の、長さA、B、C、・・・である数種類の組
立式建築用枠組構造体の前記他辺の長さA、B、C、・
・・をできるだけ大きく共通に整数に分割することがで
きる長さαを求め、この長さαが方形の他辺の長さであ
る第1の枠組構造体の製造工程と、前記整数に分割した
とき端数となる長さβが方形の他辺の長さである第2の
枠組構造体の製造工程と、これら第1および第2の製造
工程で製造されたそれぞれの枠組構造体を前記方形の他
辺の長さがそれぞれA、B、C、・・・となるように組
合せて適宜の接合手段で接合固定する接合工程とよりな
ることを特徴とする組立式建築用枠組構造体の製造方法
The length of one side of the rectangle is the same, and the length of the other side is a predetermined length A, B, C, etc. of several types of prefabricated building framework structures. A, B, C,・
Find the length α that can commonly divide . The manufacturing process of the second frame structure in which the fractional length β is the length of the other side of the rectangle, and the respective frame structures manufactured in the first and second manufacturing processes of the rectangle. A method for producing a prefabricated architectural frame structure, comprising a joining step of combining the other sides so that the lengths are A, B, C, etc. and joining and fixing them using an appropriate joining means. .
JP5185989A 1989-03-06 1989-03-06 Manufacturing method of prefabricated building frame structure Expired - Fee Related JP2852755B2 (en)

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JP5185989A JP2852755B2 (en) 1989-03-06 1989-03-06 Manufacturing method of prefabricated building frame structure

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JP5185989A JP2852755B2 (en) 1989-03-06 1989-03-06 Manufacturing method of prefabricated building frame structure

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JPH02232436A true JPH02232436A (en) 1990-09-14
JP2852755B2 JP2852755B2 (en) 1999-02-03

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