JPH06117027A - Built-up structure - Google Patents
Built-up structureInfo
- Publication number
- JPH06117027A JPH06117027A JP26980192A JP26980192A JPH06117027A JP H06117027 A JPH06117027 A JP H06117027A JP 26980192 A JP26980192 A JP 26980192A JP 26980192 A JP26980192 A JP 26980192A JP H06117027 A JPH06117027 A JP H06117027A
- Authority
- JP
- Japan
- Prior art keywords
- wall frame
- bottom wall
- members
- engaging
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 claims abstract description 48
- 238000000034 method Methods 0.000 description 18
- 239000002184 metal Substances 0.000 description 9
- 238000003780 insertion Methods 0.000 description 7
- 230000037431 insertion Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Landscapes
- Residential Or Office Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、例えば地下に構築する
組立式構造物に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a prefabricated structure constructed, for example, underground.
【0002】[0002]
【従来の技術】従来、地下に構造物を構築する場合、穴
を掘り、そしてこの穴の内面に、ライナープレートを順
次配置していく方法、またはコンクリートを使用して構
築する方法などがある。2. Description of the Related Art Conventionally, when constructing a structure underground, there is a method of digging a hole and sequentially arranging a liner plate on the inner surface of the hole, or a method of constructing using concrete.
【0003】[0003]
【発明が解決しようとする課題】しかし、上記前者の構
築方法によると、ライナープレートを順次配置して構築
するため、部材数が多く位置決めが困難となり、構築す
るのに時間を要するとともに高い強度を得ることができ
ないという問題があり、また後者の構築方法によると、
コンクリートの厚さを増すことにより強度を確保するこ
とができるが、多くの構築材料を必要とするとともに構
築期間が長いという問題があった。However, according to the former construction method, since the liner plates are sequentially arranged and constructed, the number of members is large and positioning is difficult, and it takes time to construct and high strength is achieved. There is a problem that I can not get it, and according to the latter construction method,
Although it is possible to secure the strength by increasing the thickness of concrete, there are problems that many construction materials are required and the construction period is long.
【0004】そこで、本発明は上記問題に鑑みて、安全
にかつ容易に構築し得る組立式構造物を提供することを
目的とする。In view of the above problems, an object of the present invention is to provide an assembly type structure which can be constructed safely and easily.
【0005】[0005]
【課題を解決するための手段】上記課題を解決するた
め、本発明の組立式構造物は、矩形状の底壁枠および上
壁枠とを構成する複数個の梁材と、これら複数個の梁材
により構成された底壁枠および上壁枠とを連結する複数
個の柱材と、上記上壁枠および底壁枠内の底壁面および
上壁面並びに上記柱材同士間の側壁面に取り付けられる
複数個のパネル材とから構成し、かつ上記梁材および柱
材並びにパネル材の端部に係合具をそれぞれ設けるとと
もに、上記底壁枠の梁材同士の接続部と上壁部の梁材同
士の接続部とを、柱材によりそれぞれの係合具を介して
互いに連結させるようにしたものである。In order to solve the above-mentioned problems, a prefabricated structure according to the present invention comprises a plurality of beam members constituting a rectangular bottom wall frame and a rectangular top wall frame, and a plurality of these beam members. A plurality of column members that connect the bottom wall frame and the upper wall frame configured by beam members, and are attached to the bottom wall surface and the upper wall surface in the top wall frame and the bottom wall frame, and the side wall surface between the pillar members. A plurality of panel members, which are provided with engaging members at the ends of the beam member, the column member, and the panel member, and a beam connecting the beam members of the bottom wall frame and a beam of the upper wall portion. The connecting portions of the members are connected to each other by the pillar members through the respective engaging members.
【0006】[0006]
【作用】上記の構成によると、梁材により矩形状の底壁
枠および上壁枠を構成し、これら底壁枠および上壁枠同
士を、柱材により互いに連結するとともに、各壁面に複
数個のパネル材を係合具を介して取り付けて構造物を構
築するため、静的に強固な構造物を、容易かつ迅速に構
築することができる。According to the above construction, the beam forms the rectangular bottom wall frame and the top wall frame, and the bottom wall frame and the top wall frame are connected to each other by the pillar material, and a plurality of them are formed on each wall surface. Since the panel material is attached via the engaging tool to construct the structure, the statically strong structure can be constructed easily and quickly.
【0007】[0007]
【実施例】以下、本発明の第1の実施例を図1〜図11
に基づき説明する。図1に示すように、本発明に係る組
立式構造物1は、矩形状の底壁枠2を構成する第1梁材
11および第2梁材12と、同じく矩形状の上壁枠3を
構成する第3梁材13および第4梁材14と、上記底壁
枠2と上壁枠3とを連結する複数個の柱材4と、上記底
壁枠2および上壁枠3内の底壁面および上壁面並びに上
記柱材4同士間の側壁面に取り付けられる複数個のパネ
ル材5とから構成されている。また、上記各梁材11〜
14、柱材4およびパネル材5は、中空にされており、
強い外力が作用した場合には、撓むようにされている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described below with reference to FIGS.
It will be explained based on. As shown in FIG. 1, a prefabricated structure 1 according to the present invention comprises a first beam member 11 and a second beam member 12 that form a rectangular bottom wall frame 2, and a rectangular upper wall frame 3 as well. The 3rd beam material 13 and the 4th beam material 14 which constitute, a plurality of pillar material 4 which connects the above-mentioned bottom wall frame 2 and top wall frame 3, and the bottom in the above-mentioned bottom wall frame 2 and top wall frame 3 It is composed of a wall surface, an upper wall surface, and a plurality of panel materials 5 attached to the side wall surfaces between the pillar materials 4. Also, each of the beam members 11 to 11
14, the pillar material 4 and the panel material 5 are hollow,
It is designed to bend when a strong external force is applied.
【0008】そして、上記底壁枠2および上壁枠3並び
にこれら両枠2,3同士は、各梁材11〜14および柱
材4の端部に形成された係合具により、ボルトなどを一
切使用せずに、互いに係合連結されるように構成してい
る。The bottom wall frame 2 and the top wall frame 3 and the two frames 2 and 3 are connected to each other by bolts or the like by means of an engagement tool formed at the ends of the beam members 11 to 14 and the column member 4. It is configured to be engaged and connected to each other without any use.
【0009】ここで、図2に基づき上記各梁材11〜1
4および柱材4の端部に形成された係合具について説明
する。なお、図2においては、上壁枠3側について説明
し、底壁枠2側については、上下が逆になるだけで、そ
の他は同一構造であるため、その説明を省略する。Here, based on FIG. 2, each of the beam members 11 to 1 will be described.
4 and the engaging members formed at the ends of the pillars 4 will be described. In FIG. 2, the upper wall frame 3 side is described, and the bottom wall frame 2 side is upside down, and since the other parts have the same structure, the description thereof will be omitted.
【0010】すなわち、柱材4の上端部には、それぞれ
中央上部に凹部21aが形成された係合板(係合具)2
1が2枚互いに平行に設けられ、また第3梁材13の端
部には、この両係合板21間に挿入されるとともに中央
上部に凹部22aが形成された挿入用係合板(係合具)
22が形成され、さらに上記第4梁材14の端部には、
上記2枚の係合板21間に挿入された状態の挿入用係合
板22の凹部22aに、両側から挿入係合可能な下向き
突部23aを有する係合突片(係合具)23が形成され
ている。That is, the upper end of the pillar member 4 has an engaging plate (engaging tool) 2 in which a recess 21a is formed in the central upper portion.
Two 1s are provided in parallel to each other, and an insertion engagement plate (engagement tool) that is inserted between both engagement plates 21 at the end of the third beam member 13 and has a recess 22a formed in the upper center thereof. )
22 is formed, and further, at the end of the fourth beam member 14,
Engaging projections (engaging tools) 23 having downwardly projecting projections 23a that can be inserted and engaged from both sides are formed in the recesses 22a of the insertion engaging plates 22 that are inserted between the two engaging plates 21. ing.
【0011】したがって、上壁枠3と柱材4とを係合連
結する場合、図2の矢印aで示すように、まず第3梁材
13端部の挿入用係合板22を柱材4の端部に設けられ
た2枚の係合板21間に挿入した後、次に矢印bで示す
ように、第4梁材14の端部の係合突片23の突部23
aを、両側上方から、両係合板21間に挿入された挿入
用係合板22の凹部22a内に挿入させればよい。Therefore, when the upper wall frame 3 and the pillar member 4 are engaged and connected, as shown by an arrow a in FIG. 2, first, the insertion engaging plate 22 at the end of the third beam member 13 is attached to the pillar member 4. After being inserted between the two engaging plates 21 provided at the ends, the protrusion 23 of the engaging protrusion 23 at the end of the fourth beam member 14 is then inserted as shown by arrow b.
It suffices to insert "a" into the recess 22a of the insertion engagement plate 22 inserted between the engagement plates 21 from above on both sides.
【0012】このように、梁材13,14同士の連結お
よび梁材13,14と柱材4との連結は、凹部21a,
22aと下向き突部23aとにより行うようにしている
ので、その組み立てには、ボルトなどの金具は一切必要
としない。As described above, the connection between the beam members 13 and 14 and the connection between the beam members 13 and 14 and the column member 4 are made by the recesses 21a,
22a and the downward projection 23a are used, so that no metal fittings such as bolts are required for the assembly.
【0013】次に、パネル材5の取付構造を、図3〜図
5に基づき説明する。すなわち、図3の下部に示すよう
に、底壁枠2を構成する第2梁材12の上面中央には、
その長手方向に沿って突状部12aが形成され、その内
側には内側段部12bが、また外側には外側段部12c
が形成されている。また、図4の下部に示すように、第
1梁材11の上部の外側には、外側段部11aが形成さ
れている。Next, the mounting structure of the panel member 5 will be described with reference to FIGS. That is, as shown in the lower part of FIG. 3, in the center of the upper surface of the second beam member 12 forming the bottom wall frame 2,
A projecting portion 12a is formed along the longitudinal direction, an inner step portion 12b is formed on the inner side, and an outer step portion 12c is formed on the outer side.
Are formed. Further, as shown in the lower part of FIG. 4, an outer step part 11 a is formed on the outer side of the upper part of the first beam member 11.
【0014】さらに、図3の上部に示すように、第4梁
材14の内側上部には内側段部14aが形成されるとと
もに外側下部には下側段部14bが形成され、また図4
の上部に示すように、第3梁材13の外側下部には外側
段部13aが形成されている。Further, as shown in the upper portion of FIG. 3, an inner step portion 14a is formed on the inner upper portion of the fourth beam member 14 and a lower step portion 14b is formed on the outer lower portion thereof.
As shown in the upper part of the above, an outer step portion 13a is formed in the outer lower portion of the third beam member 13.
【0015】そして、図5に示すように、さらに上記各
梁材11〜14に取り付けられるパネル材5の端部に
は、複数個例えば2個の長穴26aが形成された被係合
金具26が設けられ、またこれに対応する梁材11〜1
4の各段部11a,12b,12c,13a,14a,
14bには、側面視形状がT字状にされるとともにその
頭部が、上記長穴26aに挿脱自在な長円形状にされた
係合金具(係合具)27が90度回転自在にそれぞれ取
り付けられている。Further, as shown in FIG. 5, a plurality of, for example, two elongated holes 26a are formed at the end of the panel member 5 attached to each of the beam members 11 to 14, and the engaged metal fitting 26 is formed. Are provided and corresponding beam members 11 to 1
4, each of the steps 11a, 12b, 12c, 13a, 14a,
An engaging metal fitting (engaging tool) 27 having a T shape in a side view and an elliptical shape capable of being inserted into and removed from the elongated hole 26a is rotatable by 90 degrees on the head 14b. Each is installed.
【0016】したがって、パネル材5を底壁面および上
壁面並びに側壁面に取り付ける場合、パネル材5端部の
長穴26aを、各梁材11〜14の各段部11a,12
b,12c,13a,14a,14bに設けられた係合
金具27に挿通させた後、この係合金具27を図5の矢
印cで示すように、90度回転させれば、所定の各壁面
に装着することができる。Therefore, when the panel material 5 is attached to the bottom wall surface, the upper wall surface, and the side wall surface, the elongated hole 26a at the end of the panel material 5 is formed into the step portions 11a and 12 of the beam materials 11 to 14, respectively.
b, 12c, 13a, 14a, 14b, after being inserted through the engaging metal fittings 27, the engaging metal fittings 27 are rotated 90 degrees as shown by an arrow c in FIG. Can be attached to.
【0017】なお、このパネル材5の固定により、各梁
材11〜14同士は互いに強固に連結された状態とな
る。次に、全体の組立手順を、図6〜図11に基づき説
明する。By fixing the panel member 5, the beam members 11 to 14 are firmly connected to each other. Next, the entire assembling procedure will be described with reference to FIGS.
【0018】まず、図6に示すように、第1および第2
梁材11,12を長方形状に組み立てて、底壁枠2を形
成し、次に図7に示すように、その上面に、すなわち両
第2梁材12の内側段部12b間に、パネル材5を配置
するとともに、係合金具27により固定する。First, as shown in FIG. 6, first and second
The beam members 11 and 12 are assembled into a rectangular shape to form the bottom wall frame 2, and then, as shown in FIG. 7, on the upper surface thereof, that is, between the inner step portions 12b of both the second beam members 12, the panel member. 5 is arranged and fixed by the engagement fitting 27.
【0019】次に、図8に示すように、底壁枠2の梁材
11,12同士の接続箇所に柱材4を係合立設した後、
これら各柱材4の上端部に、第3および第4梁材13,
14を載置するとともに互いに係合連結して、上壁枠3
を形成する。Next, as shown in FIG. 8, after the pillar member 4 is engaged and erected at the connection portion between the beam members 11 and 12 of the bottom wall frame 2,
At the upper end of each of these pillar members 4, the third and fourth beam members 13,
The upper wall frame 3 is mounted on the upper wall frame 3 and is engaged and connected with each other.
To form.
【0020】次に、図9に示すように、側面の上下の梁
材12,14間および端面の上下の梁材11,13間
に、パネル材5を配置するとともに、同様に係合金具2
7により固定し、さらに図10に示すように、上壁面す
なわち第4梁材14,14同士間に亘ってパネル材5を
配置して、係合金具27により固定すれば、図11に示
すように、少ない種類の部材(梁材が4種類,柱材が1
種類,パネル材が1種類)で、地下に構造物1を安全
に、容易かつ迅速に組み立てることができる。Next, as shown in FIG. 9, the panel member 5 is arranged between the upper and lower beam members 12 and 14 on the side surface and between the upper and lower beam members 11 and 13 on the end face, and similarly, the engaging metal fitting 2 is provided.
7 and further, as shown in FIG. 10, by disposing the panel member 5 across the upper wall surface, that is, between the fourth beam members 14 and 14 and fixing by the engaging metal fitting 27, as shown in FIG. In addition, there are few types of members (4 types of beam, 1 type of pillar)
With one type and one type of panel material), the structure 1 can be safely, easily and quickly assembled underground.
【0021】また、その組立時においては、上壁枠およ
び底壁枠を組んだ後に、パネル材を取り付けるため、よ
り安全で迅速かつ正確な作業が可能となり、例えば夜間
の作業で照明が充分でない場所での組立作業も容易とな
る。Further, at the time of assembly, since the panel material is attached after the upper wall frame and the bottom wall frame are assembled, safer, quicker and more accurate work can be performed, and for example, lighting is not sufficient for night work. Assembly work at the place becomes easy.
【0022】なお、この構造物の構成によると、各壁枠
はパネル材同士を連結する役目を有しており、外力はす
べてパネル材だけで支持される。したがって、例えば上
部からの外力は、上壁面のパネル材→第4梁材→側壁面
のパネル材→第2梁材→底壁面のパネル材,また側部か
らの外力は、一方の側壁面のパネル材→第2および第4
梁材→上底壁面のパネル材→他方の第2および第4梁材
→他方の側壁面のパネル材からそれぞれ地山に伝わり、
パネル材には曲げ力と軸力が、梁材には圧縮力がそれぞ
れ作用することになる。According to the structure of this structure, each wall frame has a function of connecting the panel members to each other, and all external forces are supported only by the panel members. Therefore, for example, the external force from the upper part is the panel material of the upper wall surface → the fourth beam material → the panel material of the side wall surface → the second beam material → the panel material of the bottom wall surface, and the external force from the side part is the one side wall surface. Panel material → 2nd and 4th
Beam material → panel material on the top and bottom wall surface → second and fourth beam materials on the other side → panel material on the other side wall surface transmitted to the ground respectively,
A bending force and an axial force act on the panel material, and a compressive force acts on the beam material.
【0023】また、この構造物を土中に埋設した場合、
この構造物は周囲の土圧で支持されるため、通常の静的
釣り合い状態においては、ひし型に押し潰そうとする力
が働くことはない。しかし、例えば爆発などによる衝撃
荷重が加わった場合には、構造物を押し潰すような変形
が生じる。この時、構造物が、剛であると、梁材同士、
梁材とパネル材、および柱材とパネル材との各係合連結
部に大きな力が作用して破損してしまう。しかし、上述
したように、梁材、柱材およびパネル材が中空にされて
いるため、大きな力が作用した場合には、各部材が変形
して破損が生じるのが防止され、したがって衝撃に対し
ては、高い強度を有している。When this structure is buried in the soil,
Since this structure is supported by the surrounding earth pressure, in the normal static balance state, the force of crushing into a diamond does not act. However, when an impact load is applied due to, for example, an explosion, the structure is crushed and deformed. At this time, if the structure is rigid, the beam members,
A large force acts on each of the engagement connecting portions of the beam member and the panel member, and between the pillar member and the panel member, and they are damaged. However, as described above, since the beam, column and panel materials are hollow, it is possible to prevent the members from being deformed and damaged when a large force is applied. Has high strength.
【0024】さらに、本実施例においては、図3および
図4に示すように、各梁材のパネル材に対する受圧面積
(当接面積)が、パネル材のほぼ端部面積全体に等しく
なるようにしているので、図12に示すように、例えば
パネル材31の端部面積の約半分の面積しか、梁材32
に当接させないような場合に比べて、回転力すなわちね
じり力が作用せず、したがって梁材には圧縮力しか作用
しないので、梁材の強度を小さくして、重量の軽減化を
図ることができる。Further, in this embodiment, as shown in FIGS. 3 and 4, the pressure receiving area (contact area) of each beam member with respect to the panel material is set to be substantially equal to the entire end area of the panel material. Therefore, as shown in FIG. 12, for example, only about half the area of the end portion of the panel material 31 is reduced to the beam material 32.
As compared with the case where the beam is not brought into contact with, the rotational force, that is, the twisting force does not act, and therefore only the compressive force acts on the beam, so that the strength of the beam can be reduced and the weight can be reduced. it can.
【0025】次に、本発明の第2の実施例を図13〜図
20に基づき説明する。この第2の実施例において、第
1の実施例と異なる点は、梁材および柱材に設けられる
係合具であるため、この部分について着目して説明す
る。Next, a second embodiment of the present invention will be described with reference to FIGS. The second embodiment is different from the first embodiment in that it is an engaging member provided on a beam and a column, and therefore this portion will be focused and described.
【0026】すなわち、例えば底壁枠51を構成する第
1梁材61の端部には、中央に矩形状の係合用穴部62
aが形成されるとともにこの係合用穴部62aの左右両
側位置に突出して設けられた直方体形状のガイド用突部
62bを有する段部(係合具)62が設けられている。That is, for example, at the end portion of the first beam member 61 constituting the bottom wall frame 51, a rectangular engaging hole portion 62 is formed at the center.
A step portion (engagement tool) 62 having a rectangular parallelepiped-shaped guide projection 62b which is formed so as to project at both left and right sides of the engagement hole 62a is provided.
【0027】そして、また第2梁材63の端部には、第
1梁材61の係合用穴部62aの半分に一致する係合用
凹部64aがその先端に形成されかつその内側位置で上
記第1梁材61の段部62に設けられた一方のガイド用
突部62bに係脱自在な位置決め用穴部64bが形成さ
れた突起部(係合具)64が設けられている。Further, at the end of the second beam member 63, an engaging recess 64a which coincides with half of the engaging hole portion 62a of the first beam member 61 is formed at its tip and at the inner position thereof, the above-mentioned first recess is formed. A protrusion (engagement tool) 64 having a detachable positioning hole 64b is provided on one guide protrusion 62b provided on the stepped portion 62 of the one-beam member 61.
【0028】さらに、図15に示すように、柱材66の
端部には、第1梁材61に設けられた係合用穴部62a
および一対の第2梁材63の係合用凹部64aにより構
成される挿入用穴65に挿脱自在な係合用突部67aと
その両側位置で設けられて両側の各梁材63の位置決め
用穴部64bに挿脱自在な位置決め用突部67bとから
なる係合具67が設けられている。Further, as shown in FIG. 15, an engaging hole portion 62a provided in the first beam member 61 is provided at an end portion of the pillar member 66.
And the engaging projections 67a that can be inserted into and removed from the insertion holes 65 that are formed by the engaging recesses 64a of the pair of second beam members 63, and the positioning hole portions for the beam members 63 on both sides that are provided at both positions. An engaging member 67 including a positioning projection 67b that can be freely inserted and removed is provided in 64b.
【0029】上記構成において、底壁枠51を組み立て
る場合、図13および図14に示すように、第1梁材6
1の段部62に2本の第2梁材63を載置する。すなわ
ち、第1梁材61の両ガイド用突部62bに、各第2梁
材63の位置決め用穴部64bを係合させ、その後、図
15および図16に示すように、柱材66の下端部の係
合用突部67aおよび位置決め用突部67bを、それぞ
れ挿入用穴65および位置決め用穴部64bに挿入すれ
ばよい。In the above structure, when assembling the bottom wall frame 51, as shown in FIGS. 13 and 14, the first beam member 6 is formed.
Two second beam members 63 are placed on one stepped portion 62. That is, the guide holes 62b of the first beam member 61 are engaged with the positioning holes 64b of the respective second beam members 63, and thereafter, as shown in FIGS. The engaging projection 67a and the positioning projection 67b of the part may be inserted into the insertion hole 65 and the positioning hole 64b, respectively.
【0030】このように、第1梁材61に第2梁材63
を係合させるのに、ガイド用突部62bに位置決め用穴
部64bを係合案内させるため、組立作業を容易かつ迅
速に行うことができる。また、柱材66に設けられた位
置決め用突部67bも、両側の第2梁材63の位置決め
用穴部64bに挿入されるため、これら各部材同士は強
固に結合されることになる。Thus, the first beam member 61 and the second beam member 63 are
In order to engage with each other, the positioning projection 64b is engaged with and guided by the positioning hole 64b, so that the assembling work can be performed easily and quickly. Further, since the positioning protrusions 67b provided on the pillar members 66 are also inserted into the positioning hole portions 64b of the second beam members 63 on both sides, these members are firmly coupled to each other.
【0031】また、図17〜図20に、底壁枠51のコ
ーナ部の組立手順を示す。上記と同様の手順であるた
め、その説明を省略するが、第1梁材61の端部には、
ガイド用突部62bが1個だけ設けられるとともに、柱
材66側の一方の位置決め用突部67bを案内するため
のガイド用凹部62cが設けられている。なお、図18
は図17のC−C矢視図で、第1梁材61の端部の斜視
図である。17 to 20 show the procedure for assembling the corner portion of the bottom wall frame 51. Since the procedure is similar to the above, the description thereof is omitted, but at the end of the first beam member 61,
Only one guide protrusion 62b is provided, and a guide recess 62c for guiding one positioning protrusion 67b on the pillar 66 side is provided. Note that FIG.
FIG. 18 is a view taken along the line CC in FIG. 17, and is a perspective view of an end portion of the first beam member 61.
【0032】[0032]
【発明の効果】以上のように本発明の構成によると、梁
材により底壁枠および上壁枠を構成し、これら底壁枠お
よび上壁枠同士を、柱材により互いに連結するととも
に、各壁面に複数個のパネル材を配置して、構造物を構
築するようにしたので、強固な構造物を、安全に、容易
かつ迅速に構築することができる。As described above, according to the structure of the present invention, the bottom wall frame and the upper wall frame are constituted by the beam members, and the bottom wall frame and the upper wall frame are connected to each other by the pillar members, and Since a plurality of panel materials are arranged on the wall surface to construct the structure, a strong structure can be constructed safely, easily and quickly.
【図1】本発明の第1の実施例における組立式構造物の
斜視図である。FIG. 1 is a perspective view of an assembled structure according to a first embodiment of the present invention.
【図2】同第1の実施例における上壁枠と柱材との連結
部の分解斜視図である。FIG. 2 is an exploded perspective view of a connecting portion between an upper wall frame and a column member in the first embodiment.
【図3】図1のA−A断面図である。3 is a cross-sectional view taken along the line AA of FIG.
【図4】図1のB−B断面図である。FIG. 4 is a sectional view taken along line BB of FIG.
【図5】同第1の実施例における底壁枠とパネル材との
連結部の分解斜視図である。FIG. 5 is an exploded perspective view of a connecting portion between the bottom wall frame and the panel material in the first embodiment.
【図6】同第1の実施例における組立式構造物の組立手
順を示す斜視図である。FIG. 6 is a perspective view showing an assembling procedure of the assembling-type structure according to the first embodiment.
【図7】同第1の実施例における組立式構造物の組立手
順を示す斜視図である。FIG. 7 is a perspective view showing an assembling procedure of the assembling-type structure according to the first embodiment.
【図8】同第1の実施例における組立式構造物の組立手
順を示す斜視図である。FIG. 8 is a perspective view showing an assembling procedure of the assembling-type structure according to the first embodiment.
【図9】同第1の実施例における組立式構造物の組立手
順を示す斜視図である。FIG. 9 is a perspective view showing an assembling procedure of the assembling-type structure according to the first embodiment.
【図10】同第1の実施例における組立式構造物の組立
手順を示す斜視図である。FIG. 10 is a perspective view showing an assembling procedure of the assembling-type structure according to the first embodiment.
【図11】同第1の実施例における組立式構造物の組立
手順を示す斜視図である。FIG. 11 is a perspective view showing an assembling procedure of the assembling-type structure according to the first embodiment.
【図12】梁材に作用する力を説明する要部断面図であ
る。FIG. 12 is a cross-sectional view of an essential part for explaining a force acting on a beam member.
【図13】本発明の第2の実施例における組立式構造物
の底壁枠の組立手順を示す斜視図である。FIG. 13 is a perspective view showing an assembling procedure of the bottom wall frame of the assembling-type structure according to the second embodiment of the present invention.
【図14】同第2の実施例における組立式構造物の底壁
枠の組立手順を示す斜視図である。FIG. 14 is a perspective view showing an assembling procedure of the bottom wall frame of the assembling-type structure according to the second embodiment.
【図15】同第2の実施例における組立式構造物の底壁
枠の組立手順を示す斜視図である。FIG. 15 is a perspective view showing an assembling procedure of the bottom wall frame of the assembling-type structure according to the second embodiment.
【図16】同第2の実施例における組立式構造物の底壁
枠の組立手順を示す斜視図である。FIG. 16 is a perspective view showing an assembling procedure of the bottom wall frame of the assembling-type structure according to the second embodiment.
【図17】同第2の実施例における組立式構造物の底壁
枠の組立手順を示す斜視図である。FIG. 17 is a perspective view showing an assembling procedure of the bottom wall frame of the assembling-type structure according to the second embodiment.
【図18】図17のCーC矢視図である。FIG. 18 is a view on arrow CC of FIG.
【図19】同第2の実施例における組立式構造物の底壁
枠の組立手順を示す斜視図である。FIG. 19 is a perspective view showing an assembling procedure of the bottom wall frame of the assembling-type structure according to the second embodiment.
【図20】同第2の実施例における組立式構造物の底壁
枠の組立手順を示す斜視図である。FIG. 20 is a perspective view showing an assembling procedure of the bottom wall frame of the assembling-type structure according to the second embodiment.
1 組立式構造物 2 底壁枠 3 上壁枠 4 柱材 5 パネル材 11〜14 梁材 21 係合板 21a 凹部 22 挿入用係合板 22a 凹部 23 係合突片 23a 下向き突部 26 被係合金具 26a 長穴 27 係合金具 51 底壁枠 61 第1梁材 62 段部 62a 係合用穴部 62b ガイド用突部 63 第2梁材 64 突起部 64a 係合用凹部 64b 位置決め用穴部 65 挿入用穴 66 柱材 67 係合具 67a 係合用突部 67b 位置決め用突部 DESCRIPTION OF SYMBOLS 1 Assembly-type structure 2 Bottom wall frame 3 Upper wall frame 4 Column material 5 Panel material 11-14 Beam material 21 Engaging plate 21a Recess 22 Inserting engaging plate 22a Recess 23 Engaging projection 23a Downward projecting portion 26 Engagement metal fitting 26a elongated hole 27 engaging metal fitting 51 bottom wall frame 61 first beam member 62 step portion 62a engaging hole portion 62b guide protrusion 63 second beam member 64 protrusion 64a engaging concave portion 64b positioning hole 65 insertion hole 66 Pillar material 67 Engaging tool 67a Engaging projection 67b Positioning projection
───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐山 光紀 神奈川県相模原市淵野辺1−18−32 A− 202 (72)発明者 中西 泰三 大阪府大阪市此花区西九条5丁目3番28号 日立造船株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Miki Sayama 1-18-32 Fuchinobe, Sagamihara City, Kanagawa Prefecture A-202 (72) Inventor Taizo Nakanishi 5-3-3, Nishikujo 5-chome, Konohana-ku, Osaka City, Osaka Prefecture Hitachi Zosen Within the corporation
Claims (1)
複数個の梁材と、これら複数個の梁材により構成された
底壁枠および上壁枠とを連結する複数個の柱材と、上記
上壁枠および底壁枠内の底壁面および上壁面並びに上記
柱材同士間の側壁面に取り付けられる複数個のパネル材
とから構成し、かつ上記梁材および柱材並びにパネル材
の端部に係合具をそれぞれ設けるとともに、上記底壁枠
の梁材同士の接続部と上壁部の梁材同士の接続部とを、
柱材によりそれぞれの係合具を介して互いに連結させる
ようにしたことを特徴とする組立式構造物。1. A plurality of beam members forming a rectangular bottom wall frame and an upper wall frame, and a plurality of beam members connecting the bottom wall frame and the upper wall frame formed of the plurality of beam members. A pillar member and a plurality of panel members attached to the bottom wall surface and the upper wall surface in the upper wall frame and the bottom wall frame, and the side wall surfaces between the pillar members, and the beam member, the pillar member, and the panel. While each providing an engaging tool at the end of the material, the connection between the beam members of the bottom wall frame and the connection between the beam members of the upper wall portion,
An assembly-type structure characterized in that it is connected to each other by means of pillars through respective engaging members.
Priority Applications (1)
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JP4269801A JP2790158B2 (en) | 1992-10-08 | 1992-10-08 | Assembling structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4269801A JP2790158B2 (en) | 1992-10-08 | 1992-10-08 | Assembling structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06117027A true JPH06117027A (en) | 1994-04-26 |
JP2790158B2 JP2790158B2 (en) | 1998-08-27 |
Family
ID=17477362
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4269801A Expired - Lifetime JP2790158B2 (en) | 1992-10-08 | 1992-10-08 | Assembling structure |
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JP (1) | JP2790158B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013204396A (en) * | 2012-03-29 | 2013-10-07 | Sumitomo Forestry Co Ltd | Underground space structure |
CN104878957A (en) * | 2015-05-20 | 2015-09-02 | 淮南虎龙钢结构有限公司 | Novel container roof |
CN114250861A (en) * | 2021-12-15 | 2022-03-29 | 广东利民人防工程科技有限公司 | Movable container house steel framework and assembling method thereof |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110528680A (en) * | 2019-08-12 | 2019-12-03 | 成都市新宏建筑工程有限公司 | A kind of assembled Green Architecture System and its method of construction |
CN110485759A (en) * | 2019-08-14 | 2019-11-22 | 天水大成精工制造有限公司 | A kind of fast spelling formula temporary house |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51108406U (en) * | 1975-02-28 | 1976-08-30 | ||
JPS5338106U (en) * | 1976-09-02 | 1978-04-04 | ||
JPS619921U (en) * | 1984-06-21 | 1986-01-21 | 株式会社村田製作所 | surface wave device |
-
1992
- 1992-10-08 JP JP4269801A patent/JP2790158B2/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51108406U (en) * | 1975-02-28 | 1976-08-30 | ||
JPS5338106U (en) * | 1976-09-02 | 1978-04-04 | ||
JPS619921U (en) * | 1984-06-21 | 1986-01-21 | 株式会社村田製作所 | surface wave device |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013204396A (en) * | 2012-03-29 | 2013-10-07 | Sumitomo Forestry Co Ltd | Underground space structure |
CN104878957A (en) * | 2015-05-20 | 2015-09-02 | 淮南虎龙钢结构有限公司 | Novel container roof |
CN114250861A (en) * | 2021-12-15 | 2022-03-29 | 广东利民人防工程科技有限公司 | Movable container house steel framework and assembling method thereof |
Also Published As
Publication number | Publication date |
---|---|
JP2790158B2 (en) | 1998-08-27 |
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