JPS6251338B2 - - Google Patents
Info
- Publication number
- JPS6251338B2 JPS6251338B2 JP10325081A JP10325081A JPS6251338B2 JP S6251338 B2 JPS6251338 B2 JP S6251338B2 JP 10325081 A JP10325081 A JP 10325081A JP 10325081 A JP10325081 A JP 10325081A JP S6251338 B2 JPS6251338 B2 JP S6251338B2
- Authority
- JP
- Japan
- Prior art keywords
- rod
- joint
- concrete material
- frame structure
- dimensional frame
- 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
Links
- 239000000463 material Substances 0.000 claims description 18
- 239000004567 concrete Substances 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 239000011513 prestressed concrete Substances 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 description 4
- 238000000576 coating method Methods 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000009970 fire resistant effect Effects 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 230000000704 physical effect Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Casings For Electric Apparatus (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【発明の詳細な説明】
本発明は、多数の棒状部材をジヨイントを介し
て縦横あるいは斜めに接続して構成する立体架構
構造に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a three-dimensional frame structure constructed by connecting a large number of rod-like members vertically, horizontally, or diagonally through joints.
この種の立体架構構造は、例えば空間を立体的
に利用する目的で開発された層構造モジユールの
基本的な骨組を成すものである。第1図はその一
例を示すもので、棒状部材1は中央部において、
三角柱状の空間Aを形成するようにジヨイント2
を介して斜めに配設され、また外側においては同
様にジヨイント2を介して接続した水平材、垂直
材および斜め材の各棒状部材1が層状の空間Bを
構成している。上記空間Aは例えばシヨツピング
センタ等に利用され、空間Bは人工土地やユニツ
ト式住居の建設に利用される。さらに上部水平材
の上部空間Cには、例えば人工林等の自然公園を
建設することができる。なお空間Aの中央部に直
立したコアシヤフト3は階段やエレベーターの形
成空間であり、このコアシヤフト3と空間Bとは
通路4を介して結ばれる。 This type of three-dimensional frame structure forms the basic framework of, for example, a layered module developed for the purpose of three-dimensionally utilizing space. FIG. 1 shows an example of this, in which the rod-shaped member 1 has a central part,
Joint 2 to form a triangular prism-shaped space A.
Horizontal, vertical, and diagonal rod-like members 1 are arranged diagonally through the joints 2 and connected via joints 2 on the outside, forming a layered space B. The space A is used, for example, as a shopping center, and the space B is used for constructing artificial land or unit housing. Furthermore, a natural park such as an artificial forest can be constructed in the upper space C of the upper horizontal member. Note that a core shaft 3 standing upright in the center of the space A is a space where stairs and elevators are formed, and this core shaft 3 and the space B are connected via a passage 4.
しかしてこのような立体架構構造において、従
来棒状部材1およびジヨイント2はともにスチー
ル材から構成されている。スチール材による立体
架構構造は、力学的には優れた性質を有してお
り、荷重、衝撃、振動等によく耐えるが、上記層
構造モジユールのように大型となると、防災上耐
火被覆を必要とし、防蝕上耐蝕ペイントによるメ
ンテナンスを要し、また架構の組立および施工に
際し、要求される精度が必要以上に高いため工事
が難かしい等の難点が指摘されるに至つた。 However, in such a three-dimensional frame structure, both the bar member 1 and the joint 2 are conventionally made of steel. A three-dimensional frame structure made of steel has excellent mechanical properties and can withstand loads, shocks, vibrations, etc., but when it becomes large like the above-mentioned layered structure module, fire-resistant coating is required for disaster prevention. , maintenance using corrosion-resistant paint is required, and the required precision in assembling and constructing the frame is higher than necessary, making construction difficult.
本発明は、スチール材による架構構造と同等か
それ以上の物理的性質を有し、しかも耐火被覆や
メンテナンスが実質的に不要で、施工の容易な立
体架構構造を得ることを目的になされたもので、
棒状部材としてプレストレストコンクリート材を
用いることに着目し、このコンクリート材の両端
に突出する接続部をジヨイントに穿設した貫通孔
に挿通固定するようにしたことを特徴としてい
る。 The present invention was made with the aim of obtaining a three-dimensional frame structure that has physical properties equivalent to or better than those of a frame structure made of steel, and that requires virtually no fireproof coating or maintenance, and is easy to construct. in,
The present invention is characterized by focusing on the use of prestressed concrete material as the rod-shaped member, and in that the connecting portions protruding from both ends of the concrete material are inserted and fixed into through holes drilled in the joint.
以下図示実施例について本発明を説明する。本
発明立体架構構造に用いる棒状部材10は、第2
図に示すように張力Pを加えた状態の埋設鋼棒1
1の周囲に型枠を用いてコンクリート材12を打
設し、これが硬化した後上記張力Pを除いて形成
したプレストレストコンクリート(prestressed
concrete)材からなるものである。このコンクリ
ート材は、埋設鋼棒11に張力が残存し、これが
コンクリート材12を自由状態において圧縮する
作用をするため、圧縮力のみならず一定値以下の
引張力に対しても優れた物理的性質を示すことが
知られている。上記埋設鋼棒11の両端はコンク
リート12から突出する接続部13を構成してお
り、この接続部13にはねじ14が螺設されてい
る。接続部13の数、すなわち埋設鋼棒11の本
数は2本以上の適当数とすることが好ましい。 The invention will now be described with reference to illustrated embodiments. The rod-shaped member 10 used in the three-dimensional frame structure of the present invention has a second
Buried steel rod 1 with tension P applied as shown in the figure
A concrete material 12 is poured around the concrete material 1 using a formwork, and after this concrete material 12 is hardened, the above tension P is removed to form prestressed concrete.
It is made of concrete material. This concrete material has excellent physical properties not only against compressive force but also against tensile force below a certain value because tension remains in the buried steel rod 11 and this acts to compress the concrete material 12 in a free state. is known to show. Both ends of the buried steel rod 11 constitute a connecting portion 13 protruding from the concrete 12, and a screw 14 is screwed into this connecting portion 13. It is preferable that the number of connecting parts 13, that is, the number of buried steel rods 11, be an appropriate number of two or more.
これに対し上記棒状部材10を接続するジヨイ
ント20は、第3図に示すように接続すべき棒状
部材の数および位置に応じ上記接続部13を挿通
する複数の貫通孔21を穿設したもので、同図A
のような球体20Aや同Bのような多面体20B
とすることができる。球体ジヨイント20Aを用
いる場合には棒状部材10のコンクリート材12
端面をその球径に見合う凹球面とすることが好ま
しい。多面体ジヨイント20Bを用いる場合には
平面状としたコンクリート材12の端面が該ジヨ
イントの平面部に当接するように貫通孔21の位
置を定める。複数の貫通孔21は互いに干渉する
ことがないように方向および位置を定めることは
勿論である。 On the other hand, the joint 20 for connecting the rod-like members 10 is provided with a plurality of through holes 21 through which the connecting portions 13 are inserted, depending on the number and position of the rod-like members to be connected, as shown in FIG. , same figure A
A sphere 20A like this and a polyhedron 20B like the same B
It can be done. When using the spherical joint 20A, the concrete material 12 of the rod-shaped member 10
It is preferable that the end face be a concave spherical surface commensurate with the spherical diameter. When using the polyhedral joint 20B, the position of the through hole 21 is determined so that the end face of the planar concrete material 12 comes into contact with the planar part of the joint. Of course, the directions and positions of the plurality of through holes 21 must be determined so that they do not interfere with each other.
上記棒状部材10およびジヨイント20を用い
て立体架構を構成するには、現場において適当な
手段で棒状部材10を建て上げ、第4図に示すよ
うに接続すべき棒状部材10の端部間にジヨイン
ト20を位置させて接続部13を貫通孔21内に
挿通し、接続部13のねじ部14にナツト15を
螺合させて緊締すれば、棒状部材10どうしをジ
ヨイント20を介して接続することができる。貫
通孔21と接続部13間の隙間には、適宜モルタ
ルを充填すると良い。以上の順序を繰り返して所
要の形状の立体架構を構成するのである。 In order to construct a three-dimensional structure using the rod-shaped members 10 and joints 20, the rod-shaped members 10 are erected at the site by appropriate means, and a joint is inserted between the ends of the rod-shaped members 10 to be connected as shown in FIG. 20, insert the connecting part 13 into the through hole 21, screw the nut 15 onto the threaded part 14 of the connecting part 13, and tighten it, then the rod-like members 10 can be connected to each other via the joint 20. can. The gap between the through hole 21 and the connecting portion 13 may be appropriately filled with mortar. The above sequence is repeated to construct a three-dimensional structure of a desired shape.
ジヨイント20はスチール材から構成すること
も可能であるが、コンクリート材、特に棒状部材
10と同様にプレストレストコンクリート材から
構成することが好ましい。架構全体の耐火被覆の
不要性やメンテナンスフリー性がジヨイント20
によつて阻害されることがないからである。 Although the joint 20 can be made of steel, it is preferably made of concrete, particularly prestressed concrete like the bar member 10. Joint 20 eliminates the need for fireproof coating on the entire frame and is maintenance-free.
This is because it is not inhibited by.
また上記実施例では接続部13とジヨイント2
0の固定手段としてねじ結合を示したが、溶接あ
るいは接続部13の挿通後の曲折等、他の手段に
よつても両者を固定することができるのは勿論で
ある。 Furthermore, in the above embodiment, the connecting portion 13 and the joint 2
0 is shown as a screw connection, but it goes without saying that the two may be fixed by other means such as welding or bending after the connecting portion 13 is inserted.
以上要するに本発明は、立体架構の構成部材で
ある棒状部材としてプレストレストコンクリート
材を用いたものであるから、スチール材のような
耐火被覆や耐蝕ペイント等のメンテナンスを要す
ることなく、スチール材と同等以上の物理的強度
を得ることができる。またこの棒状部材は端部に
突出する接続部をジヨイントの貫通孔に挿通固定
するという簡単な作業で接続できるため、施工が
容易という特徴を有する。 In summary, since the present invention uses prestressed concrete material as the rod-shaped members that are the constituent members of the three-dimensional structure, it does not require maintenance such as fire-resistant coating or corrosion-resistant paint like steel materials, and is equivalent to or better than steel materials. physical strength can be obtained. Moreover, this rod-shaped member has the feature that it is easy to construct because it can be connected by a simple operation of inserting and fixing the connecting portion protruding from the end into the through hole of the joint.
第1図は層構造モジユールの立体架構例を示す
正面図、第2図は本発明に係る立体架構構造に用
いる棒状部材の例を示す断面図、第3図A,Bは
同じくジヨイントの斜視図、第4図は棒状部材の
接続状態例を示す斜視図である。
10…棒状部材、11…埋設鋼棒、12…コン
クリート材、13…接続部、20…ジヨイント、
21…貫通孔。
Fig. 1 is a front view showing an example of a three-dimensional frame structure of a layered module, Fig. 2 is a sectional view showing an example of a rod-shaped member used in the three-dimensional frame structure according to the present invention, and Figs. 3 A and B are perspective views of a joint. , FIG. 4 is a perspective view showing an example of a connected state of the rod-shaped members. DESCRIPTION OF SYMBOLS 10... Rod-shaped member, 11... Buried steel rod, 12... Concrete material, 13... Connection part, 20... Joint,
21...Through hole.
Claims (1)
の端部どうしをジヨイントを介して接続して構成
する立体架構構造において、上記棒状部材をプレ
ストレストコンクリート材から構成するととも
に、該コンクリート材内の長手方向に埋設した鋼
棒の両端を該コンクリート材から突出させて接続
部となし、かつ上記ジヨイントにはこの接続部を
挿通固定する貫通孔を設けたことを特徴とする立
体架構構造。 2 ジヨイントが多面体からなり、その平面部に
棒状部材の端面が当接するように上記貫通孔が設
けられている特許請求の範囲第1項記載の立体架
構構造。 3 ジヨイントがプレストレストコンクリート材
からなる特許請求の範囲第1項または第2項記載
の立体架構構造。[Scope of Claims] 1. In a three-dimensional frame structure constructed by connecting the ends of a plurality of rod-shaped members arranged vertically and horizontally or diagonally through joints, the rod-shaped members are constructed of prestressed concrete material, and A three-dimensional frame structure characterized in that both ends of a steel rod buried in the longitudinal direction within a concrete material are made to protrude from the concrete material to form a connecting portion, and the joint is provided with a through hole through which the connecting portion is inserted and fixed. structure. 2. The three-dimensional frame structure according to claim 1, wherein the joint is made of a polyhedron, and the through hole is provided so that the end surface of the rod-shaped member comes into contact with the flat surface of the joint. 3. The three-dimensional frame structure according to claim 1 or 2, wherein the joint is made of prestressed concrete material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10325081A JPS587045A (en) | 1981-07-03 | 1981-07-03 | Three-dimensional housing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10325081A JPS587045A (en) | 1981-07-03 | 1981-07-03 | Three-dimensional housing structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS587045A JPS587045A (en) | 1983-01-14 |
| JPS6251338B2 true JPS6251338B2 (en) | 1987-10-29 |
Family
ID=14349192
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10325081A Granted JPS587045A (en) | 1981-07-03 | 1981-07-03 | Three-dimensional housing structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS587045A (en) |
-
1981
- 1981-07-03 JP JP10325081A patent/JPS587045A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS587045A (en) | 1983-01-14 |
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