JP2808235B2 - Stone pillars, stone panels and their formless construction methods - Google Patents

Stone pillars, stone panels and their formless construction methods

Info

Publication number
JP2808235B2
JP2808235B2 JP6098079A JP9807994A JP2808235B2 JP 2808235 B2 JP2808235 B2 JP 2808235B2 JP 6098079 A JP6098079 A JP 6098079A JP 9807994 A JP9807994 A JP 9807994A JP 2808235 B2 JP2808235 B2 JP 2808235B2
Authority
JP
Japan
Prior art keywords
stone
pillar
decorative
steel frame
panel
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
Application number
JP6098079A
Other languages
Japanese (ja)
Other versions
JPH07279313A (en
Inventor
哲臣 岩本
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.)
IWAMOTO KK
Original Assignee
IWAMOTO KK
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 IWAMOTO KK filed Critical IWAMOTO KK
Priority to JP6098079A priority Critical patent/JP2808235B2/en
Publication of JPH07279313A publication Critical patent/JPH07279313A/en
Application granted granted Critical
Publication of JP2808235B2 publication Critical patent/JP2808235B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、石柱,石パネルを工業
生産によりあらかじめ成形し、現場でこれら石柱,石パ
ネルを組立ることによって石材による建物本体が簡単に
構築できるようにした石柱,石パネル及びこれらの型枠
無し施工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stone pillar and a stone panel in which a stone pillar and a stone panel are preliminarily formed by industrial production, and the stone pillar and the stone panel are assembled on site to easily construct a building body made of a stone material. The present invention relates to panels and their formless construction methods.

【0002】[0002]

【従来の技術】本出願人は、この種石材による建物本体
を構築する場合、型枠を使用することなく石パネルを組
立る施工法を案出し、先に特開平5−25871号に開
示される出願をした。
2. Description of the Related Art The present applicant has devised a construction method for assembling a stone panel without using a form when constructing a building body made of this kind of stone material, which has been disclosed in Japanese Patent Application Laid-Open No. 5-25871. Filed.

【0003】すなわち、コンクリート基礎上面に鉄筋を
組付け、その鉄筋の両側に所定間隔を離して一段目のブ
ロック状の加工板石を対向状に設置させた後、コンクリ
ートを両側の加工板石の間の上端近くまで打込んで該コ
ンクリートと加工板石とを一体化させ、以後同じ手順で
加工板石を多段に積み上げてコンクリートと加工板石と
を一体化させるようにしている。
[0003] That is, a reinforcing bar is assembled on the upper surface of a concrete foundation, and first-stage block-shaped processed stones are installed on both sides of the reinforcing bars at predetermined intervals so as to face each other. The concrete and the processed stone are integrated by being driven to near the upper end between them, and thereafter, the processed stone is stacked in multiple stages by the same procedure to integrate the concrete and the processed stone.

【0004】[0004]

【発明が解決しようとする課題】しかるに、前記石パネ
ルの施工法によれば、施工現場において、まずコンクリ
ート基礎の上面に鉄筋を組まねばならず、しかも一段目
の加工板石を対向状に設置し、その間にコンクリートを
打込んだ後、同じ手順で加工板石を繰り返し多段に積み
上げるようにしているので、これら作業に多くの手間を
要するばかりか施工技術も必要とされ、更にはコンクリ
ートが硬化するまで床、天井の組付作業などができない
ことから、工期も短縮されず施工コストも低廉になし得
ないという課題が残るものであった。
However, according to the method of constructing a stone panel, a reinforcing bar must first be assembled on the upper surface of the concrete foundation at the construction site, and the first-stage processed plate stone is installed in an opposed manner. In the meantime, after concrete is poured in, the processed stones are repeatedly stacked in the same procedure in multiple stages, so not only this work requires much labor but also construction technology is required, and concrete is hardened. Since the work of assembling floors and ceilings cannot be performed until then, there remains a problem that the construction period cannot be shortened and the construction cost cannot be reduced.

【0005】そこで、本発明は上記課題を一掃するべく
なされたもので、石柱や石パネルに鉄骨を使用すると共
に軽量コンクリートを充填して強度を増し、かつ軽量化
を図り、しかも工場であらかじめ量産するようにし、施
工現場で簡単に組立られるようにして作業の簡略化、工
期の短縮及び施工コストの低廉を完全なまでも実現し得
る石柱,石パネル及びこれらの型枠無し施工法を提供す
ることを目的とする。
Therefore, the present invention has been made to solve the above-mentioned problems, and uses a steel pillar for a pillar or a stone panel and fills it with lightweight concrete to increase the strength and reduce the weight. To provide a stone pillar, a stone panel, and a formwork-free construction method thereof that can be easily assembled at a construction site and can realize simplification of work, shortening of a construction period, and reduction of construction cost even to the fullest. The purpose is to:

【0006】[0006]

【課題を解決するための手段】かかる目的を達成するた
め本発明の石柱は、内側を刳り貫いて上下両端面が開放
される中空筒状の化粧石材内に上下方向に鉄骨を挿通す
ると共に発泡コンクリート等の結合材を充填してなり、
鉄骨は下端部を前記化粧石材の下端面より突出させ、さ
らにその下端にアンカーボルトの挿通孔を有するベース
プレートを設けた構成よりなる。
SUMMARY OF THE INVENTION In order to achieve the above object, a stone pillar according to the present invention is formed by inserting a steel frame in a vertical direction into a hollow cylindrical decorative stone material having a hollow inside and open at both upper and lower ends, and foaming. Filled with a binder such as concrete,
The steel frame has a lower end protruding from the lower end surface of the decorative stone material, and further has a base plate provided with an anchor bolt insertion hole at the lower end thereof.

【0007】 また、本発明の石パネルは、一対の薄板
状の化粧石材を適当間隔離して対設し、両化粧石材間
に、鉄骨を鉛直に配置すると共に軽量コンクリートであ
る結合材を充填してなり、鉄骨は下端部を前記化粧石材
の下端面より突出させ、さらにその下端にアンカーボル
トの挿通孔を有するベースプレートを設けた構成よりな
る。
In the stone panel of the present invention, a pair of thin plate-shaped decorative stones are provided opposite to each other at an appropriate distance, and a steel frame is vertically arranged between the two decorative stones, and a binder, which is lightweight concrete, is filled. The steel frame has a lower end protruding from the lower end surface of the decorative stone material, and further has a base plate having an anchor bolt insertion hole at the lower end thereof.

【0008】 更に、前記石柱,石パネルの型枠無し施
工法は、複数のアンカーボルトを植設したコンクリート
基礎上面の所定位置に前記石柱及び石パネルを起立配置
し、該石柱及び石パネルの下端のベースプレートに設け
た挿通孔をアンカーボルトに挿通し、次いで該アンカー
ボルトにナット締めし、以後同じ手順で複数の石柱又は
石パネルをコンクリート基礎の上面に連接して立設する
ようにしたものである。
[0008] Further, according to the method for forming a stone pillar and a stone panel without a formwork, the stone pillar and the stone panel are erected at predetermined positions on the upper surface of a concrete foundation on which a plurality of anchor bolts are planted, and lower ends of the stone pillar and the stone panel are arranged. The insertion hole provided in the base plate is inserted through an anchor bolt, and then the nut is fastened to the anchor bolt, and thereafter, a plurality of stone pillars or stone panels are connected to the upper surface of the concrete foundation in the same procedure to be erected. is there.

【0009】[0009]

【作用】本発明は、上下両端面が開放される中空筒状の
化粧石材内、又は一対の薄板状の化粧石材間に、それぞ
れ上下方向に鉄骨を挿通すると共に軽量コンクリートで
ある結合材を充填した構成とすることによって、石柱又
は石パネルを工場生産でき、しかも鉄骨を使用すること
により強度を増し、軽量コンクリートを充填することに
より軽量化が図られる。また、施工現場で、コンクリー
ト基礎の上面に前記石柱、石パネルを起立配置し、ベー
スプレートに設けた挿通孔をアンカーボルトに挿通して
ナット締めするのみで石柱、石パネルが固定され、同じ
手順により複数の石柱、石パネルが型枠を用いることな
くコンクリート基礎の上面に立設される。 これによ
り、組み立てが容易になるばかりか、工期が短縮され、
しかも施工コストも低廉になし得る。
According to the present invention, a steel frame is inserted vertically into a hollow cylindrical decorative stone having open upper and lower end surfaces or between a pair of thin plate decorative stones, and a lightweight concrete binder is filled. With this configuration, a stone pillar or a stone panel can be factory-produced, and the strength can be increased by using a steel frame, and the weight can be reduced by filling with lightweight concrete. Also, at the construction site, the stone pillars and stone panels are erected on the upper surface of the concrete foundation, and the pillars and stone panels are fixed only by inserting the insertion holes provided in the base plate through the anchor bolts and tightening the nuts. A plurality of stone pillars and stone panels are erected on the upper surface of the concrete foundation without using a formwork. This not only makes assembly easier, but also shortens the construction period,
Moreover, the construction cost can be reduced.

【0010】[0010]

【実施例】以下、本発明に係る石柱、石パネル及びこれ
らの型枠無し施工法を図面に基づき詳述する。図1は石
柱Aの斜視図であり、図中1は内側を刳り貫いて上下両
端面が開放される中空円筒状の化粧石材である。該化粧
石材1内には、軽量コンクリートである発泡コンクリー
トからなる結合材2が充填されると共にその上下方向に
鉄骨3が挿通される。該鉄骨3は下端部が前記化粧石材
1の下端面より下方へ突出され、またその下端外周に後
記するアンカーボルト35の挿通孔4を複数有するベー
スプレート5が周設して形成されている。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing a construction of a stone pillar and a stone panel according to the present invention; FIG. 1 is a perspective view of a stone pillar A. In the figure, reference numeral 1 denotes a hollow cylindrical decorative stone material having a hollow inside and open at both upper and lower end surfaces. The decorative material 1 is filled with a binder 2 made of foam concrete, which is lightweight concrete, and a steel frame 3 is inserted in the vertical direction thereof. The steel frame 3 has a lower end protruding downward from a lower end surface of the decorative stone 1 and a base plate 5 having a plurality of insertion holes 4 for anchor bolts 35 to be described later provided around the lower end thereof.

【0011】前記石柱Aは工場で生産される。そこで、
その製造工程を図2(a)乃至(e)に基ずき順を追っ
て説明する。まず、鉄骨3は図2(a)に示すように中
空角筒体よりなり、中空円筒状の化粧石材1の縦寸法よ
り長く形成されている。そして、垂直に立設される鉄骨
3下端のベースプレート5上面に鉄骨3の各外側面に接
するようサイコロ状のスぺーサー6を載置する。
The pillar A is produced in a factory. Therefore,
The manufacturing process will be described step by step with reference to FIGS. First, as shown in FIG. 2A, the steel frame 3 is formed of a hollow rectangular cylinder, and is formed to be longer than the vertical dimension of the hollow cylindrical decorative stone 1. Then, a dice-shaped spacer 6 is placed on the upper surface of the base plate 5 at the lower end of the vertically extending steel frame 3 so as to be in contact with each outer surface of the steel frame 3.

【0012】次に、図2(b)において、7,7は前記
化粧石材1の下端開口を閉塞させる一対をなす閉止板で
ある。これらの閉止板7,7はそれぞれ円板状に形成さ
れ、一側端から中心位置を越える深さで、かつ鉄骨3と
同幅の切り込み8を設けている。これらの閉止板7,7
は前記各スぺーサー6上に乗って支持され、切り込み8
で鉄骨3を挟み付けるようにして上下に重なり合い、図
2(c)のように取付られる。
Next, in FIG. 2B, reference numerals 7 and 7 denote a pair of closing plates for closing the lower end opening of the decorative stone material 1. Each of these closing plates 7, 7 is formed in a disk shape, and is provided with a notch 8 having a depth exceeding a center position from one side end and having the same width as the steel frame 3. These closing plates 7, 7
Are supported on the spacers 6, and the cuts 8
And vertically overlap each other so as to sandwich the steel frame 3, and are attached as shown in FIG. 2 (c).

【0013】この状態で、化粧石材1を鉄骨3の上方か
ら挿通し、その下端面を前記両閉止板7,7上に乗せて
閉塞する。また、上端面には鉄骨3が化粧石材1の中心
軸から位置ずれを起さないよう固定するための調節金具
9が取付られる。この調節金具9は、図3に示すように
鉄骨3が挿通される方形状の通孔10を有した枠体部1
1の外周から同一平面内の三方向に突出片12,12,
12が設けられる。また、各突出片12には先端に化粧
石材1の上端外周縁に係止される鉤部13を設けた係止
片14が取付られる。該各係止片14は摺動溝16内に
挿入されるボルト15の締止又は緩により水平面内で伸
縮自在なるよう構成されている。
In this state, the decorative stone material 1 is inserted from above the steel frame 3, and the lower end surfaces thereof are placed on the closing plates 7, 7 and closed. In addition, an adjusting bracket 9 for fixing the steel frame 3 so as not to be displaced from the central axis of the decorative stone 1 is attached to the upper end surface. As shown in FIG. 3, the adjustment metal fitting 9 has a frame 1 having a rectangular through hole 10 through which the steel frame 3 is inserted.
The projecting pieces 12, 12,.
12 are provided. Further, a locking piece 14 having a hook 13 locked to the outer peripheral edge of the upper end of the decorative stone material 1 is attached to the tip of each protruding piece 12. Each locking piece 14 is configured to be able to expand and contract in a horizontal plane by tightening or loosening a bolt 15 inserted into the sliding groove 16.

【0014】このようにして固定される鉄骨3と化粧石
材1との間に図2(e)に示すように発泡コンクリート
からなる結合材2を充填し、硬化させる。その後、調節
金具9、閉止板7,7、スペーサー6を取り除き、図1
のような石柱Aが形成される。鉄骨3下端のベースプレ
ート5と化粧石材1の下端面との間に空間を設けたの
は、石柱Aを後記するコンクリート基礎Cのアンカーボ
ルト35にナット36締めする必要があるからである。
As shown in FIG. 2 (e), a binder 2 made of foamed concrete is filled between the steel frame 3 fixed in this way and the decorative stone 1 and hardened. Thereafter, the adjusting bracket 9, the closing plates 7, 7 and the spacer 6 are removed, and FIG.
Is formed. The space is provided between the base plate 5 at the lower end of the steel frame 3 and the lower end surface of the decorative stone material 1 because it is necessary to tighten the stone pillar A to an anchor bolt 35 of a concrete foundation C described later.

【0015】更に、石柱Aにガラス板17を挿め込む時
は、図4(a)に示すように化粧石材1の外側面にガラ
ス板17の側端部が嵌入し得る嵌挿溝18を上下方向に
沿って設ける。嵌挿溝18内には図5(A)に示すよう
にゴム製の緩衝材19を介在させ、該緩衝材19にガラ
ス板17の端部を当接し、更にコーキング剤20を充填
して固定させる。この嵌挿溝18はガラス板17に限ら
ず後記する石パネルBの化粧石材27bの挟持にも使用
される。
Further, when inserting the glass plate 17 into the stone pillar A, as shown in FIG. 4 (a), a fitting groove 18 into which the side end of the glass plate 17 can be fitted into the outer surface of the decorative stone material 1. Provided along the vertical direction. As shown in FIG. 5A, a rubber buffer 19 is interposed in the fitting groove 18, the end of the glass plate 17 is brought into contact with the buffer 19, and a caulking agent 20 is filled and fixed. Let it. The fitting groove 18 is used not only for the glass plate 17 but also for holding the decorative stone material 27b of the stone panel B described later.

【0016】図4(b)に示した石柱Aは、化粧石材1
の外側面に図4(a)と同様に嵌挿溝18を設け、この
嵌挿溝18に図5(b)に示されるようにサッシ枠21
を取り付けて、このサッシ枠21にガラス板17を挟持
させるようにした実施例である。このため、サッシ枠2
1と鉄骨3は複数本の鉄筋22を溶接して連結固定させ
る。そして、サッシ枠21に図5(b)のようにガラス
板17を挟着させる。
The stone pillar A shown in FIG.
4A, a fitting groove 18 is provided on the outer surface of the sash frame 21 as shown in FIG. 5B.
In this embodiment, the glass plate 17 is sandwiched between the sash frames 21. For this reason, sash frame 2
1 and the steel frame 3 are connected and fixed by welding a plurality of reinforcing bars 22. Then, the glass plate 17 is sandwiched between the sash frames 21 as shown in FIG.

【0017】図6に示す石柱A1は他の実施例に係るも
ので、内側を断面V字型に刳り貫いて半円筒状に形成し
た2本の化粧石材1a,1aを組み合わせて円筒形に形
成したものである。この実施例では結合材2の充填に際
しては2本の化粧石材1a,1aを適宜バインドして固
定するようにしておく。また、この石柱A1では前記中
空円筒形状の化粧石材1の場合に比べて化粧石材1a,
1aの製作が容易であって、石柱A1の製造コストを低
減することができる。
A stone pillar A1 shown in FIG. 6 relates to another embodiment, and is formed into a cylindrical shape by combining two decorative stone materials 1a, 1a each having a semicylindrical shape formed by hollowing the inside into a V-shaped cross section. It was done. In this embodiment, two filler stones 1a, 1a are appropriately bound and fixed when the binder 2 is filled. In addition, in the stone pillar A1, compared to the case of the hollow cylindrical shaped stone material 1, the stone stones 1a, 1a,
1a is easy to manufacture, and the manufacturing cost of the stone pillar A1 can be reduced.

【0018】図7(a)乃至(c)に示す石柱は4角柱
にした実施例である。先ず、図7(a)に示した石柱A
21は断面L形に形成した2本の化粧石材1b,1bの
組合わせにより形成したものであり、中空筒状に刳り貫
くものに比べ石材の有効利用ができる。
The stone pillar shown in FIGS. 7A to 7C is an embodiment in which the pillar is a square pillar. First, the stone pillar A shown in FIG.
Numeral 21 is formed by combining two decorative stone materials 1b, 1b formed in an L-shaped cross section, and the stone material can be used more effectively than a hollow cylindrical member.

【0019】また、図7(b)の石柱A22は4枚の化
粧石板1cの組合せにより形成したものである。そし
て、この石柱A22は対向する一組の化粧石板1c,1
cの左右両端内側に切り込み段部23,23が形成さ
れ、これらの切り込み段部23,23に、対向する他の
一組の化粧石板1c,1cの両側内側角を突き合わせる
ようにして組み付けている。
The stone pillar A22 in FIG. 7B is formed by combining four decorative stone plates 1c. And this stone pillar A22 is a pair of facing stone slabs 1c, 1
Cut step portions 23, 23 are formed inside the left and right ends of c, and these cut step portions 23, 23 are assembled such that the inside corners on both sides of another pair of facing stone plates 1c, 1c abut against each other. I have.

【0020】また、図7(c)の石柱A23は同じく4
枚の化粧石板1dの組合せからなり、各化粧石板1dの
両側端縁をそれぞれ45度の角度に切り落として突き合
わせるように組み付けると共に、各化粧石板1dの両側
端縁の外側角を90度に切り落とし、各突き合わせ角の
外側縁に縦方向の飾り凹溝24を形成している。これら
各石柱A21,A22,A23も結合材2の充填に際し
ては、各化粧石材1b又は化粧石板1c,1dをバイン
ドして固定するようにしておく。
The column A23 shown in FIG.
It consists of a combination of two pieces of decorative stone slabs 1d, and cuts off both side edges of each decorative slab 1d at an angle of 45 degrees and assembles them, and cuts off the outer corners of both side edges of each decorative stone slab 1d at 90 degrees. A vertical decorative groove 24 is formed on the outer edge of each butting angle. When filling the binder 2, the stone columns A21, A22, and A23 also bind and fix the decorative stone materials 1b or the decorative stone plates 1c and 1d.

【0021】前記石柱Aの上端面には、図8に示すよう
に鉄骨3の上端部が上方へ突設されており、その一側に
2個のボルト孔25,25が貫設される。26は鉄骨3
の上端部に嵌着され、後記する屋根Fを支持するための
連結金具である。該連結金具26は、鉄骨3に嵌着され
る角筒部26aの対向する上端縁から、屋根Fと同じ勾
配を持たせた屋根受片26bを延設している。また、角
筒部26aの一側には前記ボルト孔25と連通する2個
のボルト孔25,25が貫設され、屋根受片26bの先
端部にも複数のボルト孔25が貫設される。なお、他の
石柱A1,A21,A22,A23も、同様にその上端
面から鉄骨3の上端部が突設されている。
As shown in FIG. 8, an upper end portion of the steel column 3 projects upward from the upper end surface of the stone pillar A, and two bolt holes 25, 25 are formed through one side thereof. 26 is steel frame 3
And a connection fitting for supporting a roof F described later. The connection fitting 26 has a roof receiving piece 26b having the same gradient as that of the roof F extending from the upper end edge of the rectangular tube portion 26a fitted to the steel frame 3. Further, two bolt holes 25, 25 communicating with the bolt holes 25 are provided through one side of the rectangular tube portion 26a, and a plurality of bolt holes 25 are also provided through the tip of the roof receiving piece 26b. . Note that the other stone pillars A1, A21, A22, and A23 also have the upper end portions of the steel frames 3 protruding from the upper end surfaces.

【0022】図9は石パネルBの斜視図である。該石パ
ネルBは一対の薄板状の化粧石材27a,27bを適当
間隔離して平行かつ鉛直に対設し、両化粧石材27a,
27b間に、発泡コンクリート等の結合材2が充填され
ると共に2本の鉄骨3,3がそれぞれ所定の間隔を離し
て鉛直に挿通されている。また、各鉄骨3,3は下端部
が前記化粧石材27a,27bの下端面より下方へ突出
され、さらにそれら下端外周にアンカーボルト35の挿
通孔4を有するベースプレート5が周設されて構成され
ている。
FIG. 9 is a perspective view of the stone panel B. In the stone panel B, a pair of thin plate-shaped decorative stone materials 27a and 27b are appropriately spaced apart from each other and arranged in parallel and vertically.
A bonding material 2 such as foamed concrete is filled between 27b, and two steel frames 3, 3 are vertically inserted at predetermined intervals. Further, each of the steel frames 3, 3 has a lower end protruding downward from a lower end surface of the decorative stone material 27a, 27b, and a base plate 5 having a through hole 4 for an anchor bolt 35 is provided around the lower end thereof. I have.

【0023】上記石パネルBも工場で生産される。そこ
で、図10(a)(b)にその製造工程を示すが、図1
0(a)において、27a,27bは方形状に形成され
た一対の薄板状の化粧石材であり、一方の化粧石材27
bは他方の化粧石材27aより高さが若干高い。また、
石柱Aに使用したものと同様の2本の鉄骨3,3が用い
られる。また、各鉄骨3,3下端のベースプレート5,
5上面には各側面に沿って複数のスぺーサー6が配置さ
れる。28,28は前記化粧石材27a,27bの横幅
と同等の長さを有する長方形に形成された閉止板であ
り、一側縁に各鉄骨3,3が嵌入し得る切り込み29,
29を設けている。
The stone panel B is also produced in a factory. FIGS. 10A and 10B show the manufacturing process.
In FIG. 0 (a), reference numerals 27a and 27b denote a pair of thin plate-shaped decorative stones formed in a square shape.
b is slightly higher than the other decorative stone material 27a. Also,
The same two steel frames 3 and 3 as those used for the pillar A are used. In addition, the base plate 5 at the lower end of each steel frame 3, 3
A plurality of spacers 6 are arranged on the upper surface of each of the surfaces 5 along each side surface. Numerals 28, 28 denote rectangular closing plates having a length equal to the width of the decorative stone materials 27a, 27b, and a notch 29, into which each steel frame 3, 3 can be fitted on one side edge.
29 are provided.

【0024】そして、図10(b)のように、床面と直
角を成す支持壁30に沿って前記2本の鉄骨3,3を所
定の間隔を離して立設する。次に、2枚の閉止板28,
28を鉄骨3,3下端部のそれぞれ前後側に水平に配置
し、各切り込み29,29を両鉄骨3,3に嵌合させる
と共にスペーサー6上面に重なるようにして支持させ
る。次に、化粧石材27a,27bをそれぞれ化粧石材
27aが支持壁30側に位置するようにして鉄骨3,3
の前後側に添設し、その下端縁を前記閉止板28,28
上面に乗せる。更に、化粧石材27a,27bの左右側
面に同幅の止め板31,31を配置し、それら下端縁を
前記閉止板28上面に乗せる。
Then, as shown in FIG. 10 (b), the two steel frames 3, 3 are erected at predetermined intervals along a support wall 30 perpendicular to the floor surface. Next, two closing plates 28,
28 are horizontally arranged on the front and rear sides of the lower ends of the steel frames 3, 3, and the cuts 29, 29 are fitted to the steel frames 3, 3 and supported so as to overlap the upper surface of the spacer 6. Next, the decorative stone materials 27a and 27b are respectively adjusted so that the decorative stone material 27a is positioned on the support wall 30 side.
Are attached to the front and rear sides, and the lower edges thereof are attached to the closing plates 28, 28.
Place on top. Further, stop plates 31, 31 of the same width are arranged on the left and right side surfaces of the decorative stone materials 27a, 27b, and their lower edges are placed on the upper surface of the closing plate 28.

【0025】最後に、この状態を保持すべく、平面コ字
型の保持部材32を一方の化粧石材27b側から支持壁
30側へ水平に押え付ける。33は保持部材32を水平
方向に進退動させる押え杆である。これにより、一対の
化粧石材27a,27b間の下面と両側面はそれぞれ閉
止板28及び止め板31,31により密閉されることに
なる。この状態で、上面から化粧石材27a,27b間
内に発泡コンクリートからなる結合材2を充填して硬化
させる。硬化した後は、止め板31,31、閉止板2
8,28及びスペーサー6を取り除く。また、前記両鉄
骨3,3上端部の一側面には図11に示すように石柱A
と同様それぞれ2個のボルト孔25,25が貫設され
る。
Finally, in order to maintain this state, the flat U-shaped holding member 32 is pressed horizontally from one of the decorative stone materials 27b to the support wall 30. Reference numeral 33 denotes a holding rod for moving the holding member 32 forward and backward in the horizontal direction. Thereby, the lower surface and both side surfaces between the pair of decorative stone materials 27a, 27b are sealed by the closing plate 28 and the stopping plates 31, 31, respectively. In this state, the binder 2 made of foamed concrete is filled and hardened between the decorative stone materials 27a and 27b from the upper surface. After hardening, the stop plates 31, 31 and the closing plate 2
8, 28 and the spacer 6 are removed. Also, as shown in FIG.
Similarly, two bolt holes 25, 25 are formed through the holes.

【0026】前記石パネルBの上端面の鉄骨3,3にも
屋根Fを支持する連結金具34が嵌着される。該連結金
具34は、図11に示すように各鉄骨3,3の上端部に
嵌着する角筒部34aの下端両側縁に突出片34b,3
4bが水平に延設される。また、前側面の下端縁には後
記する天井壁Gを支持する天井受片34cが水平に延設
され、更に上端縁には屋根Fを支持すべく該屋根Fと同
じ勾配を持つ屋根受片34dが延設される。これら、突
出片34b,34b、天井受片34c、屋根受片34d
及び角筒部34aの一側面には適宜位置に複数のボルト
孔25が設けられる。
The metal fittings 34 for supporting the roof F are also fitted to the steel frames 3, 3 on the upper end face of the stone panel B. As shown in FIG. 11, the connecting bracket 34 has projecting pieces 34b, 3 on both side edges at the lower end of a rectangular cylindrical portion 34a fitted to the upper end of each steel frame 3, 3.
4b is extended horizontally. A ceiling receiving piece 34c for supporting a ceiling wall G, which will be described later, extends horizontally at a lower end edge of the front side surface, and a roof receiving piece having the same gradient as the roof F is provided at an upper end edge to support the roof F. 34d is extended. These projecting pieces 34b, 34b, ceiling receiving piece 34c, and roof receiving piece 34d.
A plurality of bolt holes 25 are provided at appropriate positions on one side surface of the rectangular tube portion 34a.

【0027】石柱A及び石パネルBは上記構成よりな
り、いずれも鉄骨3,3を使用していることで強度的に
強く、また強度計算も楽であり、更に、結合材2として
発泡コンクリートが使用できることから軽量化が図ら
れ、工場から現場への移送など取扱かいが非常に容易と
なる。
The stone pillar A and the stone panel B have the above-mentioned structure. Since both the steel pillars 3 and 3 are used, the strength is strong, the strength calculation is easy, and the foamed concrete is used as the bonding material 2. Since it can be used, the weight is reduced, and handling such as transfer from the factory to the site becomes very easy.

【0028】次に、前記石柱A及び石パネルBを用いて
現場で組立てる施工方法を説明する。まず、図13に示
すように地面に所要大きさの方形枠状にコンクリート基
礎Cを形成する。該コンクリート基礎Cの上面には図1
2に示すように一定の間隔を離してアンカーボルト35
が複数列設されている。そして、各コーナー部に石柱A
を配置すると共に、各石柱Aの鉄骨3下端のベースプレ
ート5に設けられる各挿通孔4にアンカーボルト35を
挿通し、その上面からナット36締めを行ない、各石柱
Aを垂直に立設固定する。このようにベースプレート5
が設けられているので取り付けが容易になる。更に、各
アンカーボルト35の上端部と各鉄骨3の下端部をコン
クリートDで覆うようにする。なお、図示は省略する
が、図中、鎖線Wの位置に床石板が張設されることにな
る。
Next, a construction method for assembling on site using the stone pillars A and the stone panels B will be described. First, as shown in FIG. 13, a concrete foundation C is formed on the ground in a rectangular frame shape of a required size. Fig. 1
As shown in FIG.
Are provided in a plurality of rows. And stone pillar A at each corner
And an anchor bolt 35 is inserted into each of the insertion holes 4 provided in the base plate 5 at the lower end of the steel frame 3 of each of the pillars A, and a nut 36 is tightened from the upper surface thereof, and each of the pillars A is vertically erected and fixed. Thus, the base plate 5
Is provided, which facilitates installation. Further, the upper end of each anchor bolt 35 and the lower end of each steel frame 3 are covered with concrete D. Although not shown, a floor stone plate is stretched at the position of the chain line W in the figure.

【0029】このようにして、前記コンクリート基礎C
の各コーナー部に石柱Aを立設する。また、各石柱A,
A間に石パネルBを化粧石材27bが外側に位置するよ
うにして各石柱Aと同様の工法により連接して組立て、
図13の如く周囲を石パネルBで囲んだ建物本体Eが構
築される。この際、石柱Aに連接される石パネルBは、
化粧石材27bの一側端縁が石柱Aの嵌挿溝18に嵌入
するため、若干横方向に長く伸ばしてある。なお、3
7,37は石パネルB側に開閉自在に取り付けられる扉
であり、38は室内を仕切る間仕切壁である。
Thus, the concrete foundation C
A stone pillar A is erected at each corner. Also, each pillar A,
A stone panel B is connected and assembled by the same method as each stone column A with the decorative stone material 27b positioned outside between A.
As shown in FIG. 13, a building body E surrounded by a stone panel B is constructed. At this time, the stone panel B connected to the stone pillar A is
One side edge of the decorative stone material 27b is slightly elongated in the lateral direction in order to fit into the insertion groove 18 of the stone pillar A. In addition, 3
Reference numerals 7 and 37 denote doors which can be freely opened and closed on the stone panel B side, and reference numeral 38 denotes a partition wall for partitioning the room.

【0030】次に、前記各石柱A及び各石パネルBの上
端面の各鉄骨3に連結金具26,34が嵌着される。す
なわち、連結金具26は石柱Aの鉄骨3の上端部に角筒
部26aを嵌着して、各ボルト孔25,25にボルト3
9を挿通し、ナット40を締めに取付固定する。
Next, connecting fittings 26 and 34 are fitted to the respective steel frames 3 on the upper end surfaces of the stone columns A and the stone panels B. That is, the connecting metal fitting 26 has the square cylindrical portion 26a fitted to the upper end of the steel frame 3 of the stone pillar A, and the bolt 3 is inserted into each of the bolt holes 25.
9 and the nut 40 is fastened and fixed.

【0031】また、連結金具34は、図14に示される
ように角筒部34aを各鉄骨3の上端部に嵌着し、鉄骨
3の一側に設けられたボルト孔25と角筒部34aのボ
ルト孔25を合致させた状態で、ボルト39を挿通しナ
ット40締めする。同時に、両突出片34b,34bの
ボルト孔25にもボルト39を螺挿して取付固定され
る。
As shown in FIG. 14, the connection fitting 34 has a rectangular tube portion 34a fitted to the upper end portion of each steel frame 3, and a bolt hole 25 provided on one side of the steel frame 3 and the rectangular tube portion 34a. With the bolt holes 25 aligned with each other, the bolt 39 is inserted and the nut 40 is tightened. At the same time, the bolt 39 is screwed into the bolt hole 25 of each of the projecting pieces 34b, 34b and fixed.

【0032】また、隣接する石パネルB,B間にはその
上面に接続金具41が取付られる。該接続金具41は、
図15に示すように断面コ型の鋼材から成り、各石壁
B,Bの連結金具34,34間に介入する長さを有す
る。また、その両端部には、前記各突出片34b,34
bに設けられる各ボルト孔25と連通する複数のボルト
孔25が設けられている。そして、接続金具41を両連
結金具34,34間に介入させた後、各ボルト孔25に
ボルト39を螺合することにより、図16に示すように
両石パネルB,Bがしっかりと連結される。
A connection fitting 41 is mounted on the upper surface between the adjacent stone panels B. The connection fitting 41 is
As shown in FIG. 15, it is made of a steel material having a U-shaped cross section, and has a length intervening between the connecting fittings 34, 34 of the stone walls B, B. The projecting pieces 34b, 34
A plurality of bolt holes 25 communicating with each of the bolt holes 25 provided in b are provided. Then, after the connecting fitting 41 is interposed between the connecting fittings 34, 34, the bolts 39 are screwed into the bolt holes 25, so that the two stone panels B, B are securely connected as shown in FIG. .

【0033】このようにして建物本体Eの周壁が組立ら
れた後、図17に示すようにその上面に屋根Fを載せ、
各連結金具26,34の屋根受片26b,34dのボル
ト孔25にボルト39を螺合してしっかりと締付固定
し、更に、各石柱A及び石パネルBの上面に天井壁Gの
周縁部を載せて各連結金具34の天井受片34cのボル
ト孔25にボルト39を螺合してしっかりと締付固定す
る。
After the peripheral wall of the building body E is assembled in this way, the roof F is placed on the upper surface thereof as shown in FIG.
Bolts 39 are screwed into the bolt holes 25 of the roof receiving pieces 26b, 34d of the connection fittings 26, 34, and firmly fastened and fixed. Further, the peripheral portion of the ceiling wall G is mounted on the upper surfaces of the stone pillars A and the stone panels B. Is mounted, and a bolt 39 is screwed into the bolt hole 25 of the ceiling receiving piece 34c of each connection fitting 34 to be securely fastened and fixed.

【0034】図18(a)(b)(c)は他の建物の一
実施例である。この実施例によれば、図18(b)に示
すようにあらかじめ工場で、4枚の石パネルBを使用
し、これらを四方を囲う角筒状に組立することにより、
建物本体E1を一体に成形するようにしたものであり、
一側面に扉37が開閉自在に取着される。また、図18
(a)は前記建物本体E1の上面に載置される屋根F1
であり、これも一体に成形される。
FIGS. 18A, 18B and 18C show another embodiment of another building. According to this embodiment, as shown in FIG. 18 (b), four stone panels B are used in a factory in advance, and these are assembled in a rectangular tube shape enclosing all sides.
The building body E1 is integrally molded.
A door 37 is attached to one side so as to be openable and closable. FIG.
(A) is a roof F1 mounted on the upper surface of the building body E1.
And this is also integrally molded.

【0035】一方、施工現場には、前記建物本体E1に
対応させて方形状に枠組みされたコンクリート基礎C1
を形成する。以後組立した図は省略するが、工場から移
送されて来た建物本体E1をコンクリート基礎C1上面
に載置し、各鉄骨3下端のベースプレート5に設けた各
挿通孔4をアンカーボルト35に挿通し、ナット36締
めして固定し、更にその上面をコンクリートDで覆う。
また、建物本体E1の上面に屋根F1を載せ、各連結金
具34の屋根受片34dに設けた各ボルト孔25へボル
ト39を挿通し螺締して屋根F1が建物本体E1に取付
固定される。
On the other hand, at the construction site, a concrete foundation C1 framed in a square shape corresponding to the building body E1 is provided.
To form Although the drawings assembled hereafter are omitted, the building body E1 transferred from the factory is placed on the upper surface of the concrete foundation C1, and the respective insertion holes 4 provided in the base plate 5 at the lower end of each steel frame 3 are inserted into the anchor bolts 35. Then, the nut 36 is tightened and fixed, and the upper surface is further covered with concrete D.
Further, the roof F1 is placed on the upper surface of the building body E1, and the bolt 39 is inserted into each bolt hole 25 provided in the roof receiving piece 34d of each connection fitting 34 and screwed to fix the roof F1 to the building body E1. .

【0036】図19は他の実施例に係る石柱A3を示す
もので、図21に示すよう石ブロックHを多段に積み重
ねて形成される石ブロック壁I用に形成されるものであ
る。すなわち、この石柱A3は図6に示した石柱A1が
使用され、しかも図20に示すように鉄骨3の一側面に
上下方向に沿って石ブロックHの高さ寸法分の間隔を置
いて水平に突出する保持軸42が複数列設されている。
そして、該各保持軸42は、2分割された化粧石材1
a,1aの一方の接合部に開設される縦溝43から外方
へ突設される。また、化粧石材1aの外周面には、前記
縦溝43と90度位置を違えてガラス板17又は平板状
の化粧石材27bが嵌入する嵌挿溝18が設けられてい
る。
FIG. 19 shows a stone pillar A3 according to another embodiment, which is formed for a stone block wall I formed by stacking stone blocks H in multiple stages as shown in FIG. That is, as the stone pillar A3, the stone pillar A1 shown in FIG. 6 is used, and furthermore, as shown in FIG. A plurality of protruding holding shafts 42 are provided.
Each of the holding shafts 42 is a two-parted decorative stone material 1.
a, 1a project outward from a vertical groove 43 formed at one of the joints. Further, on the outer peripheral surface of the decorative stone 1a, there is provided a fitting groove 18 in which the glass plate 17 or the flat decorative stone 27b is fitted at a position different from the vertical groove 43 by 90 degrees.

【0037】前記石柱A3も工場で生産され、コンクリ
ート基礎C2上面に立設された後、図21に示すように
石ブロックHを多段に積み重ねて石ブロック壁Iが形成
される。この際、各保持軸42は上下に位置する石ブロ
ックH,H間に介入されコンクリートと一体化し、これ
により石柱A3と石ブロック壁Iが強固に固定されるよ
うになっている。
The stone pillar A3 is also produced at the factory, and is erected on the upper surface of the concrete foundation C2. Then, as shown in FIG. 21, stone blocks H are stacked in multiple stages to form a stone block wall I. At this time, each holding shaft 42 is interposed between the stone blocks H, H located above and below and integrated with the concrete, whereby the stone pillar A3 and the stone block wall I are firmly fixed.

【0038】図22に示す石柱A4も他の実施例に係る
もので、この石柱A4も石ブロック壁I用に形成される
もので、図17(b)に示した四角柱状の石柱A22が
使用される。この場合は、4枚の化粧石材1cの内1枚
を更に縦に2分割し、その間に保持軸42を外方へ突出
させるための縦溝43を設けている。また、同様に前記
化粧石材1cと隣接する化粧石材1cの外側面にはその
縦方向にガラス板17又は平板状の化粧石材27bが嵌
入する嵌挿溝18が設けられている。
A stone pillar A4 shown in FIG. 22 is also related to another embodiment. This stone pillar A4 is also formed for the stone block wall I, and uses a square pillar-shaped stone pillar A22 shown in FIG. Is done. In this case, one of the four decorative stone materials 1c is further vertically divided into two, and a vertical groove 43 for projecting the holding shaft 42 outward is provided therebetween. Similarly, on the outer surface of the decorative stone 1c adjacent to the decorative stone 1c, there is provided a fitting insertion groove 18 in which the glass plate 17 or the flat decorative stone 27b is fitted in the longitudinal direction thereof.

【0039】[0039]

【発明の効果】以上述べたように、本発明に係わる石
柱,石パネルは鉄骨を使用し、しかも発泡コンクリート
を充填して形成されるので、構造的に強固となるばかり
か軽量であるから強度計算が楽であり、しかも工場で生
産でき現場への移送など取扱かいも容易になる。
As described above, since the stone pillar and the stone panel according to the present invention use steel frames and are formed by filling with foamed concrete, they are not only structurally strong but also light in weight. Calculations are easy, and it can be produced in factories, making handling such as transfer to the site easy.

【0040】また、石柱、石パネルは下端にベースプレ
ートが設けられ、現場ではアンカーボルトに挿通してナ
ット締めするのみであるから、その取り付けが容易とな
り組立も簡単にできる。これにより、施工技術もほとん
ど必要なく、更に施工期間が大幅に短縮でき、かつ、施
工コストも極めて低廉になし得るという有益な効果を有
する。
Further, since a base plate is provided at the lower end of the stone pillar and the stone panel, and only the nut is inserted into the anchor bolt and tightened with nuts at the site, the mounting is easy and the assembly is easy. Thereby, there is a beneficial effect that almost no construction technology is required, the construction period can be significantly reduced, and the construction cost can be extremely reduced.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る石柱の斜視図。FIG. 1 is a perspective view of a stone pillar according to the present invention.

【図2】(a)乃至(e)は同石柱の製造工程を示す斜
視図。
FIGS. 2A to 2E are perspective views showing manufacturing steps of the same pillar.

【図3】調節金具の斜視図。FIG. 3 is a perspective view of an adjustment fitting.

【図4】(a)(b)は嵌挿溝を設けた石柱の斜視図。FIGS. 4A and 4B are perspective views of a stone pillar provided with a fitting groove.

【図5】 (a)同要部の拡大平面断面図。 (b)同要部の拡大平面断面図。FIG. 5 (a) is an enlarged plan sectional view of the essential part. (B) An enlarged plan sectional view of the essential part.

【図6】他の実施例に係る石柱の斜視図。FIG. 6 is a perspective view of a stone pillar according to another embodiment.

【図7】 (a)他の実施例に係る石柱の斜視図。 (b)他の実施例に係る石柱の斜視図。 (c)他の実施例に係る石柱の斜視図。FIG. 7A is a perspective view of a stone pillar according to another embodiment. (B) A perspective view of a stone pillar according to another embodiment. (C) Perspective view of a stone pillar according to another embodiment.

【図8】連結金具を取り付ける状態を示す石柱の斜視
図。
FIG. 8 is a perspective view of a stone pillar showing a state where a connection fitting is attached.

【図9】石パネルの斜視図。FIG. 9 is a perspective view of a stone panel.

【図10】(a)(b)は同石パネルの製造を工程を示
す斜視図。
10A and 10B are perspective views showing steps of manufacturing the same stone panel.

【図11】連結金具を取り付ける状態を示す石パネルの
斜視図。
FIG. 11 is a perspective view of a stone panel showing a state where a connection fitting is attached.

【図12】石柱をコンクリート基礎上面に立設した状態
を示す断面図。
FIG. 12 is a sectional view showing a state where a stone pillar is erected on the upper surface of a concrete foundation.

【図13】 コンクリート基礎上面に建物本体を組立てた状態を示す
斜視図。
FIG. 13 is a perspective view showing a state where the building body is assembled on the upper surface of the concrete foundation.

【図14】連結金具を取付た状態を示す石パネルの斜視
図。
FIG. 14 is a perspective view of the stone panel showing a state where the connection fitting is attached.

【図15】両石パネル間に接続金具を取り付けする状態
を示す一部拡大斜視図。
FIG. 15 is a partially enlarged perspective view showing a state where a connection fitting is attached between both stone panels.

【図16】両石パネル間に接続金具を取り付けた状態を
示す一部拡大斜視図。
FIG. 16 is a partially enlarged perspective view showing a state where a connection fitting is attached between both stone panels.

【図17】建物本体に屋根及び天井壁を取り付けた状態
を示す要部拡大断面図。
FIG. 17 is an enlarged sectional view of a main part showing a state where a roof and a ceiling wall are attached to a building body.

【図18】 (a)は他の実施例に係る屋根の斜視図。 (b)は他の実施例に係る建物の斜視図。 (c)は他の実施例に係るコンクリート基礎の斜視図。FIG. 18A is a perspective view of a roof according to another embodiment. (B) is a perspective view of a building according to another embodiment. (C) is a perspective view of a concrete foundation according to another embodiment.

【図19】他の実施例に係る石柱の斜視図。FIG. 19 is a perspective view of a stone pillar according to another embodiment.

【図20】同鉄骨の斜視図。FIG. 20 is a perspective view of the steel frame.

【図21】同石柱を用いて石ブロック壁を組立する状態
を示す斜視図。
FIG. 21 is a perspective view showing a state in which a stone block wall is assembled using the stone pillar.

【図22】他の実施例に係る石柱の斜視図。FIG. 22 is a perspective view of a stone pillar according to another embodiment.

【符号の説明】[Explanation of symbols]

1 化粧石材 2 結合材 3 鉄骨 4 挿通孔 5 ベースプレート 27a,27b 化粧石材 35 アンカーボルト 36 ナット C コンクリート基礎 DESCRIPTION OF SYMBOLS 1 Cosmetic stone 2 Bonding material 3 Steel frame 4 Insertion hole 5 Base plate 27a, 27b Cosmetic stone 35 Anchor bolt 36 Nut C Concrete foundation

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI E04C 2/04 E04F 13/08 101P E04F 13/08 101 13/14 101 13/14 101 E04B 2/86 601E 611A ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code FI E04C 2/04 E04F 13/08 101P E04F 13/08 101 13/14 101 13/14 101 E04B 2/86 601E 611A

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 上下両端面が開放される中空筒状の化粧
石材内に鉄骨を挿通すると共に結合材を充填してなり、
鉄骨は下端部を前記化粧石材の下端面より突出させ、さ
らにその下端にアンカーボルトの挿通孔を有するベース
プレートを設けたことを特徴とする石柱。
1. A steel tube is inserted into a hollow cylindrical decorative stone material having upper and lower end surfaces opened, and a binder is filled therein.
A stone pillar, wherein a lower end portion of a steel frame protrudes from a lower end surface of the decorative stone material, and a base plate having an anchor bolt insertion hole is further provided at a lower end thereof.
【請求項2】 一対の薄板状の化粧石材を適当間隔離し
て対設し、両化粧石材間に鉄骨を配置すると共に結合材
を充填してなり、鉄骨は下端部を前記化粧石材の下端面
より突出させ、さらにその下端にアンカーボルトの挿通
孔を有するベースプレートを設けたことを特徴とする石
パネル。
2. A pair of thin plate-shaped decorative stones are arranged opposite to each other at an appropriate distance, a steel frame is arranged between the two decorative stones, and a binder is filled therein. A stone panel comprising a base plate having a base plate having a lower end and a through hole for anchor bolts.
【請求項3】 請求項1又は請求項2記載の石柱,石パ
ネルの型枠無し施工法であって、複数のアンカーボルト
を植設したコンクリート基礎上面の所定位置に石柱及び
石パネルを起立配置し、該石柱及び石パネル下端のベー
スプレートに設けた挿通孔をアンカーボルトに挿通し、
次いで該アンカーボルトにナット締めし、以後同じ手順
により複数の石柱及び石パネルをコンクリート基礎の上
面に連接して立設するようにしたことを特徴とする石
柱,石パネルの型枠無し施工法。
3. The method of claim 1 or 2, wherein the stone pillar and the stone panel are not provided with a formwork. The stone pillar and the stone panel are erected at predetermined positions on the upper surface of a concrete foundation on which a plurality of anchor bolts are planted. Then, insert the through holes provided in the base plate at the lower end of the stone pillar and stone panel through the anchor bolt,
Then, a nut is fastened to the anchor bolt, and a plurality of stone pillars and stone panels are connected to the upper surface of the concrete foundation and erected by the same procedure thereafter.
JP6098079A 1994-04-11 1994-04-11 Stone pillars, stone panels and their formless construction methods Expired - Fee Related JP2808235B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6098079A JP2808235B2 (en) 1994-04-11 1994-04-11 Stone pillars, stone panels and their formless construction methods

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6098079A JP2808235B2 (en) 1994-04-11 1994-04-11 Stone pillars, stone panels and their formless construction methods

Publications (2)

Publication Number Publication Date
JPH07279313A JPH07279313A (en) 1995-10-27
JP2808235B2 true JP2808235B2 (en) 1998-10-08

Family

ID=14210347

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2808235B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4594991B2 (en) * 2008-01-09 2010-12-08 大成建設株式会社 Construction method of a robust simple building
CZ302243B6 (en) * 2010-03-09 2011-01-05 Smalt Spol. S R.O. Steel supporting column
CN101985848B (en) * 2010-09-30 2012-04-25 王泽飞 Method and structure for making composite wall by using stone columns and stone slabs as main bodies
CN103255921A (en) * 2013-05-07 2013-08-21 中建八局第一建设有限公司青岛分公司 Top pouring method for concrete construction columns

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS559370B2 (en) * 1976-06-28 1980-03-10
JPH0510002A (en) * 1991-07-01 1993-01-19 Iwamoto:Kk Manufacture of unit column constituting stone column of building and construction of stone column without form

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51110313U (en) * 1975-03-05 1976-09-06
JPS559370U (en) * 1978-07-04 1980-01-22

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS559370B2 (en) * 1976-06-28 1980-03-10
JPH0510002A (en) * 1991-07-01 1993-01-19 Iwamoto:Kk Manufacture of unit column constituting stone column of building and construction of stone column without form

Also Published As

Publication number Publication date
JPH07279313A (en) 1995-10-27

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