JPH01154944A - Post for structure and frame structure - Google Patents
Post for structure and frame structureInfo
- Publication number
- JPH01154944A JPH01154944A JP31550787A JP31550787A JPH01154944A JP H01154944 A JPH01154944 A JP H01154944A JP 31550787 A JP31550787 A JP 31550787A JP 31550787 A JP31550787 A JP 31550787A JP H01154944 A JPH01154944 A JP H01154944A
- Authority
- JP
- Japan
- Prior art keywords
- column
- joint
- plate
- beams
- pressure receiving
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 12
- 230000002093 peripheral effect Effects 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 11
- 238000009415 formwork Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野 〕
本発明は、建造物の架構を構成する構造用柱、およびそ
の柱によって構成される架構構造に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a structural column that constitutes the frame of a building, and a frame structure constituted by the column.
従来、架構全体を鉄骨造（Ｓ造）とする場合に比して工
費か掛からず、また架構全体を鉄筋コンクリート造（Ｒ
Ｃ造）とする場合に比して工期を短縮できる、といった
両者の利点を活かした架構として、柱を鉄筋コンクリー
ト造（ＲＣ造）、梁を鉄骨造（Ｓ造）とした構造（鉄筋
鉄省複合化構造）が知られている。Conventionally, construction costs are lower than when the entire frame is made of steel (S), and the entire frame is made of reinforced concrete (R).
As a frame structure that takes advantage of the advantages of both, such as shortening the construction period compared to C construction, the columns are reinforced concrete construction (RC construction) and the beams are steel construction (S construction). structure) is known.
しかしながら、その鉄筋鉄骨複合化構造においても、そ
の柱の構築は、型枠工事、鉄筋工事、コンクリート打設
工事といった工程を従来同様に現場にて施工しな＋：Ｉ
ればならないものである。鉄筋工事については、予め工
場にて鉄骨を箱状に組み立てることによってその効率化
を図ったりはしているものの、型枠の組立および解体作
業に掛かる手間は何等軽減されるものではない。However, even in this reinforced steel-frame composite structure, the columns must be constructed on-site in the same way as in the past, including formwork work, reinforcing steel work, and concrete pouring work.
It is a must. Although efforts have been made to improve the efficiency of reinforcing steel work by assembling steel frames into boxes in advance at factories, this does not reduce the labor involved in assembling and dismantling formwork in any way.
本発明は上記の事情に鑑みてなされたもので、柱と梁と
で構成される架構を構築する際に用いて、工期を短縮で
きしかも経済的な構造用柱、およびそれを用いた架構構
造を提供せんとするものである。The present invention has been made in view of the above circumstances, and provides a structural column that can be used to shorten the construction period and is economical when constructing a frame composed of columns and beams, and a frame structure using the same. We aim to provide the following.
本発明に係る第１の発明は、ｐｃ鋼線によりプレストレ
スを導入され中空円筒状に形成されてなるコンクリート
製のＰＣ杭状の柱体に、梁接続用の仕口部を形成してな
る構造用柱てあって、前記仕口部を、外周面を外部に露
出した状態で前記柱体の外周部に埋設される円筒状の仕
口プレートと、該仕口プレートの内周面から前記柱体の
中心方向に突設され、前記柱体内に埋設される受圧板と
て構成したものである。A first aspect of the present invention is that a joint portion for beam connection is formed in a concrete PC pile-shaped column that is prestressed by a PC steel wire and formed into a hollow cylindrical shape. A cylindrical joint plate is embedded in the outer peripheral part of the pillar body with the outer peripheral surface exposed to the outside, and the joint part is connected to the structural pillar from the inner peripheral surface of the pillar. It is configured as a pressure receiving plate that protrudes toward the center of the column and is buried within the column.
また、第２の発明（Ｊ、柱と梁とで構成される架構構造
において、前記粱を鉄骨梁とする一方、前記柱を、ＰＣ
杭状の柱体に前記梁接続用の仕口部を形成して構成し、
かつ該仕口部を、外周面か外部に露出した状態で前記柱
体の外周部に埋設される円筒状の仕口プレートと、該仕
口プレー１への内周面から前記柱体の中心方向に突設さ
れ、前記柱体内に埋設される受圧板とて構成したことを
特徴とするもので、ざらに、前記柱体の中空部の少なく
とも前記仕口部に対応した部分にコンクリートを充填し
たものを含むものである。In addition, in the second invention (J), in the frame structure composed of columns and beams, the columns are made of steel beams, and the columns are made of PC.
A joint part for connecting the beam is formed in a pile-shaped column body,
and a cylindrical joint plate embedded in the outer peripheral part of the column with the outer peripheral surface exposed to the outside, and a connection between the inner peripheral surface and the center of the column from the inner peripheral surface to the joint plate 1. It is characterized by being configured as a pressure-receiving plate that protrudes in the direction and is buried in the column body, and roughly speaking, at least a portion of the hollow portion of the column body corresponding to the joint portion is filled with concrete. This includes those who have
第１の発明に係る構造用柱ては、受圧板により、仕口プ
レートに接続された梁の応力か仕口プレートを介して柱
体に伝達される。また、この構造用柱は従来より一般に
提供されているＰＣ杭の製作手段を用いて極めて容易に
製作することが可能である。In the structural column according to the first aspect of the invention, the stress of the beam connected to the joint plate is transmitted to the column via the joint plate by the pressure receiving plate. Moreover, this structural column can be manufactured extremely easily using conventionally available means for manufacturing PC piles.
第２の発明に係る架構構造では、」１記構造用柱を用い
ることにより、梁と共に柱についても工場内での製作が
可能となり、その構築は極めて効率的なものとなる。In the frame structure according to the second aspect of the invention, by using the structural columns described in 1., the columns as well as the beams can be manufactured in a factory, making the construction extremely efficient.
以下、本発明の実施例を図面を参照しながら説明する。 Embodiments of the present invention will be described below with reference to the drawings.
第１図は本発明の第２の発明に係る架構構造の一実施例
を示すもので、図中、全体として符号ｌて示すものが架
構である。該架構ｌは、複数本の柱２，２． と、これ
ら柱２間に架設される梁３゜３、 とて構成され、図
示例のものは３階建てのものとなっている。符号１７は
該架構ｌの基礎、また符号１８は前記柱２，２． を中
にてつなぐ地中梁である。FIG. 1 shows an embodiment of a frame structure according to a second aspect of the present invention, and in the figure, the frame is indicated as a whole by reference numeral l. The frame l includes a plurality of columns 2, 2 . and 3.3 beams installed between these two pillars, and the example shown is a three-story building. Reference numeral 17 indicates the foundation of the frame l, and reference numeral 18 indicates the pillars 2, 2 . It is an underground beam that connects the inside.
前記粱３は、Ｈ形鋼で構成される鉄骨梁となっている。The casing 3 is a steel beam made of H-shaped steel.
この粱３は、従来の鉄骨梁もそうであるように予め工場
にて作製されるものである。This girder 3 is manufactured in advance at a factory, as is the case with conventional steel beams.
一方、前記柱２は、本発明の第１の発明に係る構造用柱
の一実施例によるものとなっている。すなわち該柱２は
、従来より杭として広く一般に使用されているＰＣ杭、
すなわちコンクリートにより中空円筒状に形成されコン
クリートにはｐｃ鋼線によりプレストレスが導入されて
なる杭に類似したものであり、ＰＣ杭状に形成された柱
体４に、仕口部５を形成してなる。柱体４は上述したと
おりＰＣ杭状のもので、第１図および第２図に示すよう
にコンクリート製で中空円筒状に形成されており、コン
クリート部分には軸方向に埋設された複数本のｐｃ鋼線
６，６． によりプレストレスが導入されている（第１
図では図の繁雑を避けるため一部区間のみ図示）。そし
て、この柱体４における前記粱３が接続される部分に、
前記仕口部５が構成されている。On the other hand, the pillar 2 is an embodiment of the structural pillar according to the first aspect of the present invention. That is, the pillar 2 is a PC pile, which has been widely and generally used as a pile.
In other words, it is similar to a pile made of concrete into a hollow cylindrical shape and prestressed with a PC steel wire. It becomes. As mentioned above, the column 4 is in the shape of a PC pile, and as shown in Figures 1 and 2, it is made of concrete and has a hollow cylindrical shape. PC steel wire 6,6. Prestress is introduced (first
In the figure, only some sections are shown to avoid clutter.) And, in the part of this column 4 to which the above-mentioned katana 3 is connected,
The above-mentioned joint part 5 is configured.
この仕口部５は、第２図に示すように、柱体４とほぼ同
径なる円筒状の仕口プレート７と、この仕口プレート７
の内周面７ｂから柱体４の中心方向に突設され、柱体４
を構成するコンクリート内に埋設される受圧板８とて構
成されている。仕口プレート７は、その外周面７ａが外
部に露出されており、しかもこの場合は、この外周面７
ａが柱体４の外周面と面一となっている。仕口プレート
７の厚み分は柱体４に埋没した状態となっている。As shown in FIG.
protrudes from the inner circumferential surface 7b of the column 4 toward the center of the column 4.
The pressure receiving plate 8 is embedded in the concrete that constitutes the pressure receiving plate 8. The outer circumferential surface 7a of the connection plate 7 is exposed to the outside, and in this case, the outer circumferential surface 7a is exposed to the outside.
a is flush with the outer peripheral surface of the columnar body 4. The thickness of the joint plate 7 is buried in the column 4.
また、この仕口プレート７にはこの場合、仕口を構成す
る」−で一般に採られる手段であるが、該仕口部５への
前記粱３の現場での接続作業が容易となるように、粱３
と同形のＩ］形鋼９が、既に梁３の形成方向に若干長突
設して一体に設けられたものとなっている。受圧板８は
この場合、リング形に形成されたダイアフラム状のもの
で、仕口プレート７の内周面７１）にお（Ｊる前記Ｈ形
＠９の上下フランン部９ａに対応して、２段に設Ｌ′Ｊ
られたちのとなっている。この受圧板８は、柱体４内に
埋設されて柱体４の中心方向に突設されるものであるか
ら、柱体４が有する前記ＰＣ鋼線６を横切ることになる
ため、第３図に示すようにこの受圧板８には、ＰＣ鋼線
６を挿通ずるための挿通孔８ａか穿設されたものとなっ
ている。In addition, this shiguchi plate 7 is provided with a shiiguchi in this case, which is a commonly used means, so as to facilitate the on-site connection work of the kamo 3 to the shiiguchi part 5. , 粱3
A section steel 9 having the same shape as the beam 3 is already integrally provided with a slightly elongated protrusion in the direction in which the beam 3 is formed. In this case, the pressure-receiving plate 8 is a diaphragm-shaped member formed in a ring shape, and there are two holes on the inner circumferential surface 71 of the joint plate 7 (corresponding to the upper and lower flan portions 9a of the H-shape @9). Set in step L'J
It has become ours. Since this pressure receiving plate 8 is buried in the column 4 and protrudes toward the center of the column 4, it crosses the PC steel wire 6 that the column 4 has. As shown in the figure, the pressure receiving plate 8 is provided with an insertion hole 8a through which the PC steel wire 6 is inserted.
上記の如き構成とされた柱２は、一般に供されているＰ
Ｃ杭の製造工程に、仕口プレート７と受圧板８とからな
る前記仕口部５を設置する工程をイ」加するだ：って簡
単に製造することができる。すなわちＰＣ杭は、円筒状
の型枠の内部に複数本のＰＣ鋼線６を円形状に張設した
後、その型枠内にコンクリートＣを遠心打設することに
よって作製されるわ（づであるが、前記柱２の製造にお
いては、ＰＣ鋼線６を張設する前に、予め作製した仕口
部５を型枠内に固定しておけばよい。これにより、ＰＣ
杭状の柱体４に仕口部５が一体に構成された前記柱２が
構成されるわ（Ｊである。The pillar 2 configured as described above is a commonly available P
It can be easily manufactured by adding the step of installing the joint section 5 consisting of the joint plate 7 and the pressure receiving plate 8 to the manufacturing process of the C pile. In other words, a PC pile is manufactured by stretching a plurality of PC steel wires 6 in a circular shape inside a cylindrical formwork, and then centrifugally pouring concrete C into the formwork. However, in manufacturing the pillar 2, it is sufficient to fix the pre-fabricated joint part 5 in the formwork before stretching the PC steel wire 6.
The pillar 2 is composed of a pile-shaped pillar body 4 and a joint part 5 integrated therewith (J).
このような柱２と粱３とて構成される前記架構１は、柱
２を製作後、これら柱２を現場搬入して所定位置に立設
し、その後前記それぞれの仕口部５に突設された■（形
鋼９間に前記粱３を掛は渡し、これら梁３と前記１−１
形鋼９とをボルト等の手段により接合すればよい。なお
、柱２の柱脚部には、第１図に示すように前記地中梁１
８内に埋設される多数のスタッドボルト１１、および前
記基礎ｌ７に達するアンカーボルト１２等が設けられて
おり、該柱２の柱脚部の応力がこれら基礎１７および地
中梁１８に伝達されるようになっている。The above-mentioned frame 1 is constructed by such pillars 2 and 3. After the pillars 2 are manufactured, these pillars 2 are brought to the site and erected at a predetermined position, and then the pillars 2 are installed protruding from the respective joint portions 5. (The above-mentioned beams 3 were passed between the shaped steels 9, and these beams 3 and the above 1-1
The shaped steel 9 may be joined by means such as bolts. Note that the base of the column 2 is provided with the underground beam 1 as shown in FIG.
A large number of stud bolts 11 buried in the column 8 and anchor bolts 12 reaching the foundation 17 are provided, and the stress of the column base of the column 2 is transmitted to the foundation 17 and the underground beam 18. It looks like this.
」−記構造なる架構１によれば、鉄骨よりなる梁３と共
に柱２も、その製作の全工程を工場にて実施することが
可能となり、現場での作業は基礎工程を除いてはイ■立
作業のみとなる。しかも柱２の作製は、ＰＣ杭の製作要
領でかつ既製装置を用いて実施することができ極めて効
率的である。ちなみに、本出願人等は上記構造を採用し
た架構ｌ（３階建て）と、その柱を鉄筋コンクリート造
（ＲＣ造）とした架構との製作費等の比較を行った。According to the structure 1 described above, the entire manufacturing process of the steel beams 3 and the columns 2 can be carried out at the factory, and there is no on-site work except for the foundation process. Standing work only. Furthermore, the pillars 2 can be manufactured in the same way as PC piles and by using ready-made equipment, which is extremely efficient. Incidentally, the present applicant and others have compared the manufacturing costs, etc. of a frame 1 (three-story building) employing the above structure and a frame whose columns are made of reinforced concrete (RC structure).
その結果、ＲＣ造の柱か一辺７００ｍｍの角柱であった
とすれば、これを」−記柱２で構成した場合にはこの柱
２を８００φのもの（ＰＣ杭のＢ種に相当）とすれば充
分な強度を得られ、この場合コスト面でも有利であると
の知見を得ている。さらに、−１−記柱２が量産が可能
であることを考慮すれば、」二記架構１が極めて有利で
あることが判る。As a result, if it is an RC pillar or a square pillar with a side of 700mm, if it is composed of pillar 2, then this pillar 2 is 800φ (equivalent to type B PC pile). It has been found that sufficient strength can be obtained, and in this case, it is also advantageous in terms of cost. Furthermore, if we take into account that the column 2 shown in -1- can be mass-produced, it can be seen that the frame 1 shown in 2 is extremely advantageous.
」−記構成なる架構１において、前記柱２の本数、配置
、スパン、あるいは階高といったものの設定は全く任意
であることは言うまでもないが、各設計ケースにおいて
、柱２の曲げ耐力の不足が予見されるような場合には、
第４図に示すように前記ＰＣ鋼線６に加え、さらに鉄筋
１３等を追加して補強することも自由である。また、梁
３が長スパンとなる関係で、仕口部５における応力伝達
力の不足が予想される場合には、第５図に示すように、
これら仕口部５に対応する部分の中空部にコンクリ−１
−Ｃを充填して補強することもできる。その場合コンク
リートＣは、第６図に示すように、柱２の最」二部より
鋼線１４なとより型枠１５を懸吊支持し、同じく」一部
より挿入したトレミー管（図示略）によりその型枠１５
」二に打設ずれはよい。It goes without saying that the number, arrangement, span, and story height of the columns 2 in the frame 1 having the above structure are completely arbitrary, but in each design case, it is foreseeable that the columns 2 will have insufficient bending strength. In such cases,
As shown in FIG. 4, in addition to the PC steel wire 6, reinforcing bars 13 or the like may be added for reinforcement. In addition, if it is expected that the stress transmission force in the joint part 5 will be insufficient due to the long span of the beam 3, as shown in FIG.
Concrete 1 is placed in the hollow part of the part corresponding to these joint parts 5.
-C can also be filled and reinforced. In that case, as shown in Fig. 6, the concrete C suspends and supports the formwork 15 from the steel wire 14 from the two-most part of the column 2, and a tremie pipe (not shown) inserted from the same part. The formwork 15
"Secondly, the misalignment of pouring is good.
またこのように、仕口部５部分にフンクリ−１〜充填を
施す場合に（Ｊ、柱２内にお（′：Ｉる前記型枠１５の
降下を妨げないように、受圧板８を、柱２（柱体４）を
構成するコノクリ−１・の内周面より内部には突設しな
いように設定することが望ましい。In addition, in this way, when filling the joint part 5 with filler 1, the pressure receiving plate 8 is placed inside the pillar 2 so as not to prevent the formwork 15 from descending (':I). It is desirable to set it so that it does not protrude inward from the inner circumferential surface of the cone hole 1 constituting the column 2 (column body 4).
なお、本実施例においては受圧板８をリンクグイアフラ
ム状のものとしているが、本発明におｉ′Ｊる受圧板８
はこれに限定されるものではなく、梁３から伝達された
応力を仕口プレート７を介して柱体４に伝達し得るもの
であれば如何なるものてあってもよい。また、本発明の
第１の発明による柱２において、本実施例では、これを
本発明の第２の発明である架構構造に適用した例を示し
ているが、この第１の発明に係る構造用柱２は、」−記
架構ｌの構成体としてのみ限定されるものではなく、例
えば、該柱２にトラス粱を接続するすることも任意であ
る。そして、このようにした場合でも」二足同様の効果
を得ることができることは言うまでもない。In this embodiment, the pressure receiving plate 8 is shaped like a link aphragm, but the pressure receiving plate 8 according to the present invention is
is not limited to this, and may be of any type as long as it can transmit the stress transmitted from the beam 3 to the column body 4 via the joint plate 7. Further, in the pillar 2 according to the first invention of the present invention, this example shows an example in which this is applied to the frame structure that is the second invention of the present invention, but the structure according to the first invention The pillars 2 are not limited to being a component of the frame 1; for example, a truss can be optionally connected to the pillars 2. And it goes without saying that even if you do it like this, you can still get the same effect as with two feet.
以」：説明したとおり、本発明の第１の発明の構造用柱
によれば、その製作工程の全てを工場内にて実施するこ
とができて良好な作業環境の元での製作が可能となるの
に加え、ＰＣ杭製作と同一の要領でしかも既製装置を用
いての量産が可能なものであるから、極めて効率的かつ
低コストで、しかも安全に製作することができる。As explained above, according to the structural column of the first aspect of the present invention, the entire manufacturing process can be carried out in a factory, making it possible to manufacture it in a good working environment. In addition, it can be mass-produced using ready-made equipment in the same manner as PC pile production, so it can be produced extremely efficiently, at low cost, and safely.
また第２の発明の架構構造によれば、梁は勿論のこと、
柱においてもその製作の全工程を工場にて実施すること
が可能となり、現場での作業は基礎工程等を除き組立作
業のみとすることができ、これにより極めて経済的な架
構、ずなイつち短工期・低コストにて構築できる架構を
実現することができる。しかも柱は、ＰＣ杭の製作要領
でかつ既製装置を用いての量産が可能なものであるから
、−層の工期短縮、コスト低減を図ることができる、と
いった優れた効果を奏するものである。Furthermore, according to the frame structure of the second invention, not only the beams but also the
Even for pillars, the entire manufacturing process can be carried out in the factory, and on-site work can be reduced to assembly work only, with the exception of the foundation work. Therefore, it is possible to realize a frame that can be constructed in a short construction period and at low cost. In addition, the pillars can be mass-produced using ready-made equipment in accordance with the production method of PC piles, and therefore have excellent effects such as shortening the construction period and reducing costs.
第１図は本発明の第２の発明に係る架構構造の一実施例
を示すもので、一部を断面で示ず架構の全体立面図、第
２図は本発明の第１の発明に係る構造用柱の一実施例を
示すもので仕口部の部分断面図、第３図は仕口部を一部
切り欠いてみる斜視図、第４図は第２の発明の他の実施
例を示すもので仕口部を一部切り欠いて見る斜視図、第
５図は第２の発明に係る架構構造の他の実施例を説明す
るもので仕口部の部分断面図、第６図は第５図の示した
仕口部の形成方法を説明するためのもので、仕口部の部
分断面図である。
１ ・・・架構（架構構造）、 ２・・・・柱（構造
用柱）、 ３ 粱、 ４・・・柱体、 ５・・ 仕
口部、 ６ ・ ＰＣ鋼線、 ７ ・ 仕口プレー
ト、７ａ ・・外周面、 ７ｂ ・ ・内周面、
８・・・受圧板。FIG. 1 shows an embodiment of the frame structure according to the second invention of the present invention, and FIG. One embodiment of such a structural column is shown, and FIG. 3 is a partial cross-sectional view of the joint part, FIG. 3 is a perspective view with a part of the joint part cut away, and FIG. 4 is another embodiment of the second invention. FIG. 5 is a perspective view showing the joint part with a part thereof cut away; FIG. 5 is a partial cross-sectional view of the joint part for explaining another embodiment of the frame structure according to the second invention; FIG. 5 is a partial cross-sectional view of the joint portion shown in FIG. 5 for explaining the method of forming the joint portion. 1...Frame (frame structure), 2...Column (structural column), 3...Column, 5...Shiguchi section, 6.PC steel wire, 7.Shiguchi plate , 7a...outer circumferential surface, 7b...inner circumferential surface,
8...Pressure plate.
Claims (3)
状に形成されてなるコンクリート製のＰＣ杭状の柱体に
、梁接続用の仕口部を形成してなる構造用柱であって、
前記仕口部は、外周面を外部に露出した状態で前記柱体
の外周部に埋設される円筒状の仕口プレートと、該仕口
プレートの内周面から前記柱体の中心方向に突設され、
前記柱体内に埋設される受圧板とで構成されていること
を特徴とする構造用柱。(1) A structural column formed by forming a joint part for beam connection on a concrete PC pile-shaped column that is prestressed by a PC steel wire and formed into a hollow cylindrical shape,
The connection part includes a cylindrical connection plate buried in the outer peripheral part of the column with the outer peripheral surface exposed to the outside, and a connection plate that protrudes from the inner peripheral surface of the connection plate toward the center of the column. established,
A structural column comprising a pressure receiving plate embedded within the column body.
が鉄骨で構成される一方、前記柱は、ＰＣ杭状の柱体に
前記梁接続用の仕口部を形成してなり、かつ該仕口部は
、外周面を外部に露出した状態で前記柱体の外周部に埋
設される円筒状の仕口プレートと、該仕口プレートの内
周面から前記柱体の中心方向に突設され、前記柱体内に
埋設される受圧板とで構成されていることを特徴とする
架構構造。(2) In a frame structure composed of columns and beams, the beams are composed of steel frames, and the columns are formed by forming a joint part for connecting the beams in a PC pile-shaped column body, In addition, the joint part includes a cylindrical joint plate embedded in the outer peripheral part of the column with the outer peripheral surface exposed to the outside, and a pipe extending from the inner peripheral surface of the joint plate toward the center of the column. A frame structure comprising a pressure receiving plate that projects and is buried within the columnar body.
に対応した部分にコンクリートが充填されていることを
特徴とする特許請求の範囲第２項記載の架構構造。(3) The frame structure according to claim 2, wherein at least a portion of a hollow portion of the column corresponding to the joint portion is filled with concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62315507A JPH0652001B2 (en) | 1987-12-14 | 1987-12-14 | Structural columns and frame structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62315507A JPH0652001B2 (en) | 1987-12-14 | 1987-12-14 | Structural columns and frame structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01154944A true JPH01154944A (en) | 1989-06-16 |
| JPH0652001B2 JPH0652001B2 (en) | 1994-07-06 |
Family
ID=18066184
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62315507A Expired - Lifetime JPH0652001B2 (en) | 1987-12-14 | 1987-12-14 | Structural columns and frame structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0652001B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03235837A (en) * | 1990-02-13 | 1991-10-21 | Shimizu Corp | Method of construction for pillar and beam |
| JPH0470437A (en) * | 1990-07-11 | 1992-03-05 | Shimizu Corp | Method for constructing pillar |
| JP2007168557A (en) * | 2005-12-21 | 2007-07-05 | Nissan Motor Light Truck Co Ltd | Auxiliary machine mounting bracket |
| JP2008006876A (en) * | 2006-06-27 | 2008-01-17 | Daikyo Nishikawa Kk | Storing device for vehicle |
| JP2009102981A (en) * | 2009-01-09 | 2009-05-14 | Nippon Concrete Ind Co Ltd | Prestressed concrete structure |
| CZ306458B6 (en) * | 2015-02-23 | 2017-02-01 | Lkm Consult S.R.O. | A temporary supporting system for supporting structures when being built |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57180013U (en) * | 1982-03-23 | 1982-11-15 | ||
| JPS6018785A (en) * | 1983-07-12 | 1985-01-30 | Citizen Watch Co Ltd | Timepiece with moon's age display |
| JPS61277730A (en) * | 1985-05-31 | 1986-12-08 | 三井建設株式会社 | Pillar structure |
-
1987
- 1987-12-14 JP JP62315507A patent/JPH0652001B2/en not_active Expired - Lifetime
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57180013U (en) * | 1982-03-23 | 1982-11-15 | ||
| JPS6018785A (en) * | 1983-07-12 | 1985-01-30 | Citizen Watch Co Ltd | Timepiece with moon's age display |
| JPS61277730A (en) * | 1985-05-31 | 1986-12-08 | 三井建設株式会社 | Pillar structure |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03235837A (en) * | 1990-02-13 | 1991-10-21 | Shimizu Corp | Method of construction for pillar and beam |
| JPH0470437A (en) * | 1990-07-11 | 1992-03-05 | Shimizu Corp | Method for constructing pillar |
| JP2007168557A (en) * | 2005-12-21 | 2007-07-05 | Nissan Motor Light Truck Co Ltd | Auxiliary machine mounting bracket |
| JP2008006876A (en) * | 2006-06-27 | 2008-01-17 | Daikyo Nishikawa Kk | Storing device for vehicle |
| JP2009102981A (en) * | 2009-01-09 | 2009-05-14 | Nippon Concrete Ind Co Ltd | Prestressed concrete structure |
| CZ306458B6 (en) * | 2015-02-23 | 2017-02-01 | Lkm Consult S.R.O. | A temporary supporting system for supporting structures when being built |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0652001B2 (en) | 1994-07-06 |
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