JP2001355356A - Block structure and building method - Google Patents

Block structure and building method

Info

Publication number
JP2001355356A
JP2001355356A JP2000178097A JP2000178097A JP2001355356A JP 2001355356 A JP2001355356 A JP 2001355356A JP 2000178097 A JP2000178097 A JP 2000178097A JP 2000178097 A JP2000178097 A JP 2000178097A JP 2001355356 A JP2001355356 A JP 2001355356A
Authority
JP
Japan
Prior art keywords
panel
column member
block structure
column
fitting groove
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2000178097A
Other languages
Japanese (ja)
Other versions
JP4686770B2 (en
Inventor
Shoichi Iwasaki
昭一 岩崎
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.)
Saicon Kogyo Co Ltd
Original Assignee
Saicon Kogyo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Saicon Kogyo Co Ltd filed Critical Saicon Kogyo Co Ltd
Priority to JP2000178097A priority Critical patent/JP4686770B2/en
Publication of JP2001355356A publication Critical patent/JP2001355356A/en
Application granted granted Critical
Publication of JP4686770B2 publication Critical patent/JP4686770B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a block structure of which the members can be easily handled without requiring the skills and efforts for construction and which can easily cope with the specifications corresponding to the diversified uses. SOLUTION: Each panel member of this block structure has a predetermined height and a panel fitting gutter 1 in the longitudinal direction of the outer periphery of the panel and comprises a column member H in a freely connecting and stacking manner and a panel member P, the end of which can be fitted to the gutter 1 suited to the panel; more desirably, the column member H has a longitudinal through hole 2 at the center, panel stacking and connecting are carried out by inserting a steel bar 7 into the longitudinal through hole, also, a portion below the gutter fitted to panel 1 of the column member H is formed shallow, and a tapered surface 20 suited to the gutter fitted to panel 1 can be formed at the end portion of the panel member P.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、ブロック構造物及
びその構築方法に関し、特に、塀、その他の壁状構造物
及びその構築方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a block structure and a method of constructing the same, and more particularly, to a wall and other wall-like structures and a method of constructing the same.

【0002】[0002]

【従来の技術】従来、万年塀といわれるコンクリート
塀、その他、コンクリートブロックを積み重ねる等して
構成された各種の壁状部を有するブロック構造物が提供
されている。
2. Description of the Related Art Heretofore, there have been provided block structures having various walls formed by stacking concrete blocks or the like, such as concrete walls referred to as perpetual fences.

【0003】[0003]

【発明が解決しようとする課題】従来、前記のごとき、
ブロック構造物は、現場での構築作業に熟練と手数を要
するものであった。本発明は、前記事情に鑑み、部材の
取扱いが容易であり、構築に熟練と手数を要することな
く、さらに各種の用途に応じた仕様に容易に対応できる
ブロック構造物及びその構築方法を提供することを目的
とする。
Conventionally, as described above,
The block structure requires skill and trouble in construction work on site. The present invention has been made in view of the above circumstances, and provides a block structure and a method of constructing the block structure, in which handling of the members is easy, the construction does not require skill and trouble, and the specifications can be easily adapted to specifications according to various uses. The purpose is to:

【0004】[0004]

【課題を解決するための手段】前記目的を達成するた
め、請求項1に示す本発明のブロック構造物は、所定高
さ及び外周縦方向にパネル適合溝が形成され、段積み及
び連結自在の柱部材と、該柱部材の前記パネル適合溝に
端部が適合されるパネル部材と、からなることを特徴と
するブロック構造物である。
According to a first aspect of the present invention, there is provided a block structure according to the present invention, in which a panel fitting groove is formed at a predetermined height and in a vertical direction of an outer periphery, so that the block structure can be stacked and connected freely. A block structure comprising: a column member; and a panel member having an end adapted to the panel fitting groove of the column member.

【0005】この請求項1では、柱部材が、あらかじ
め、所定高さに構成される。ここで所定高さとは、その
適数を段積み及び連結することにより、各種の用途に応
じた仕様に対応できる高さを意味する。したがって、柱
部材は従来と異なり、当初は分割状態にあり、一体物に
比べてその取扱いが容易である。
[0005] In the first aspect, the column member is configured to have a predetermined height in advance. Here, the predetermined height means a height that can correspond to specifications according to various applications by stacking and connecting an appropriate number of them. Therefore, unlike the related art, the column member is initially in a divided state, and is easier to handle as compared with an integrated body.

【0006】さらに、前記柱部材の外周縦方向にはパネ
ル適合溝が形成される。該パネル適合溝は、柱部材の設
置場所に合わせて一本、あるいは複数本形成される。す
なわち、構築する壁状構造物の端部に位置する柱部材で
は前記パネル適合溝は一本、構築する壁状構造物の直線
状中間部に位置する柱部材においては180度地点にそ
れぞれ一本、構築する壁状構造物のコーナー部に位置す
る柱部材においては、例えば、90度の角度をあけてそ
れぞれ一本形成される。
Further, a panel-compatible groove is formed in the longitudinal direction of the outer periphery of the column member. One or a plurality of the panel fitting grooves are formed in accordance with the installation location of the column member. That is, one panel fitting groove is provided at a column member located at an end of a wall-like structure to be constructed, and one at a 180-degree point is provided at a column member located at a linear intermediate portion of the wall-like structure to be constructed. In the column members located at the corners of the wall-like structure to be constructed, for example, one column member is formed at an angle of 90 degrees.

【0007】なお、前記パネルとは、塀、その他の壁状
構造物を構成するパネル部材のことであり、その横方向
の長さは、特に限定されない。しかしながら、縦方向の
幅は、前記柱部材の高さと同等の場合の他、前記柱部材
の高さの1.5倍、2倍、2.5・・・等々、前記柱部
材の複数の高さと一致させることが可能な幅に構成され
る。
[0007] The panel is a panel member constituting a wall or other wall-like structure, and its lateral length is not particularly limited. However, in addition to the case where the width in the vertical direction is equal to the height of the column member, the height of the column member is 1.5 times, 2 times, 2.5. It is configured to have a width that can be matched with.

【0008】もっとも、前記パネル部材の縦方向の幅と
前記柱部材の高さの関係は反対であってもよい。すなわ
ち、前記柱部材の高さが前記パネル部材の縦方向の幅と
同等、1.5倍、2倍、2.5倍・・・等々、であって
もよい。
The relationship between the vertical width of the panel member and the height of the column member may be opposite. That is, the height of the column member may be equal to, 1.5 times, 2 times, 2.5 times...

【0009】なお、前記いずれの場合も、前記パネル端
部が前記柱部材に形成されたパネル適合溝に適合する形
状及び厚さに構成される。
In any of the above cases, the end of the panel is formed in a shape and thickness suitable for the panel fitting groove formed in the column member.

【0010】請求項2の実施の一形態は、前記柱部材が
縦貫通孔を有し、該縦貫通孔に鉄筋を挿通して段積み及
び連結を行うことを特徴とする請求項1に記載のブロッ
ク構造物である。すなわち、前記柱部材の段積み及び連
結の具体的一実施の形態であり、あらかじめ、前記柱部
材に縦貫通孔を形成するものである。この請求項2の実
施の一形態によれば、段積み及び連結が容易であり、さ
らに、前記縦貫通孔に挿通した前記鉄筋周囲に形成され
た空間にモルタルを注入することもできる。
[0010] In one embodiment of the present invention, the column member has a vertical through hole, and a reinforcing bar is inserted into the vertical through hole to perform stacking and connection. Block structure. That is, this is a specific embodiment of stacking and connecting the column members, and a vertical through hole is formed in the column member in advance. According to the embodiment of the second aspect, stacking and connection are easy, and mortar can be injected into a space formed around the reinforcing bar inserted into the vertical through hole.

【0011】この請求項3の実施の一形態は、前記鉄筋
が前記柱部材の上下端面部において連結自在であること
を特徴とする請求項2に記載のブロック構造物である。
この請求項3の実施の一形態によれば、前記鉄筋の取扱
いが容易であるとともに、前記柱部材の段積み及び連結
作業が容易である。
According to a third aspect of the present invention, there is provided the block structure according to the second aspect, wherein the rebar is connectable at upper and lower end surfaces of the column member.
According to the embodiment of the third aspect, the rebar is easy to handle, and the column members are easily stacked and connected.

【0012】請求項4の実施の一形態は、柱部材の上下
端面に互いに適合し合う凸凹部を形成したことを特徴と
する請求項1又は2に記載のブロック構造物である。こ
の請求項4の実施の一形態によれば、前記柱部材の段積
み時には、自動的に正確な上下位置決めが行われ、同時
に前記縦貫通孔も上下一体に構成される。
According to a fourth aspect of the present invention, there is provided a block structure according to the first or second aspect, wherein the upper and lower end surfaces of the column member are formed with convex and concave portions which are adapted to each other. According to one embodiment of the present invention, when stacking the pillar members, accurate vertical positioning is automatically performed, and at the same time, the vertical through holes are also integrally formed vertically.

【0013】請求項5の実施の一形態は、前記柱部材の
パネル適合溝の下方が浅く形成され、前記パネルの端部
に前記パネル適合溝に適合するテーパー面が形成されて
なる請求項1に記載のブロック構造物である。この請求
項5に実施の一形態によれば、前記柱部材及びパネル部
材が効果的に一体化される。
In one embodiment of the present invention, the lower part of the column fitting groove of the column member is formed shallow, and a tapered surface that fits the panel fitting groove is formed at an end of the panel. It is a block structure of. According to this embodiment, the column member and the panel member are effectively integrated.

【0014】すなわち、下段に位置した柱部材のパネル
適合溝に端部が挿入されたパネルの上面端部に、段積み
された上段の柱部材が載置させられて、前記下段のパネ
ルの動きがそれぞれ押えられ、前記柱部材とパネル部材
が効果的に一体化される。
That is, the stacked upper column member is placed on the upper end of the panel whose end is inserted into the panel fitting groove of the lower column member, and the lower panel moves. Are respectively pressed, and the column member and the panel member are effectively integrated.

【0015】請求項6の実施の一形態は、前記パネル部
材が上下端面に互いに適合し合う凸凹条部を有すること
を特徴とする請求項1又は5に記載のブロック構造物で
ある。この請求項6の実施の一形態によれば、上下パネ
ル間の位置決め効果とともに、パネル表面の平滑度が向
上させられ、さらに上下パネル間に透視間隙が生じるこ
とがない。
According to a sixth aspect of the present invention, there is provided a block structure according to the first or fifth aspect, wherein the panel member has convex and concave ridges which are adapted to each other on upper and lower end surfaces. According to the sixth embodiment of the present invention, the smoothness of the panel surface is improved together with the positioning effect between the upper and lower panels, and no see-through gap is generated between the upper and lower panels.

【0016】請求項7の実施の一形態は、前記柱部材及
びパネル部材の表面に化粧加工が施されてなる請求項1
に記載のブロック構造物である。この請求項7の実施の
一形態によれば、体裁のよいブロック構造物が提供され
る。なお、前記化粧加工は、柱部材及びパネル部材の成
形時、あるいは成形後に適宜施すことができ、例えば、
石の割肌、木目、石彫風、その他の化粧加工が施され
る。さらに、通気性を得るために前記パネル部材の適位
置に透かし彫りを施してもよい。
In one embodiment of the present invention, the surface of the column member and the panel member are subjected to decorative processing.
It is a block structure of. According to the embodiment of the present invention, a block structure with good appearance is provided. The decorative processing can be performed at the time of molding the column member and the panel member, or appropriately after the molding.
The stone's split skin, wood grain, stone carving style, and other makeup processes are applied. Further, in order to obtain air permeability, an appropriate position of the panel member may be watermarked.

【0017】請求項8は、前記ブロック構造物の構築方
法であり、所定高さ及び外周縦方向にパネル適合溝が形
成された柱部材を、前記パネル適合溝を対向させ、且つ
所定間隔をあけて段積み及び連結しつつ、前記パネル適
合溝にパネル端部を適合させて順次構築し、前記柱部材
及びパネル部材を一体化することを特徴とするものであ
る。
An eighth aspect of the present invention is the method for constructing the block structure, wherein a column member having a panel fitting groove formed at a predetermined height and an outer peripheral lengthwise direction is made to face the panel fitting groove at a predetermined interval. The panel members are successively constructed by adapting the panel end portions to the panel fitting grooves while being stacked and connected together, and the column members and the panel members are integrated.

【0018】この請求項8の方法によれば、特に、分割
状態の柱部材の取扱いが容易であり、該柱部材の段積み
及び連結に合わせて構築を行えばよく、その構築に熟練
を必要としない。
According to the method of the eighth aspect, it is particularly easy to handle the column members in the divided state, and the construction may be performed in accordance with the stacking and connection of the column members, and the construction requires skill. And not.

【0019】請求項9のブロック構築物の構築方向は、
所定高さ及び外周縦方向に下方を浅くしたパネル適合溝
が形成された柱部材を、前記パネル適合溝を対向させ、
且つ所定間隔をあけて段積み及び連結しつつ、前記パネ
ル適合溝にパネル端部のテーパー面を適合させて順次構
築し、前記柱部材及びパネル部材を一体化することを特
徴とする。
The construction direction of the block construct according to claim 9 is as follows:
A column member in which a panel fitting groove having a predetermined height and a shallower lower portion in the outer peripheral longitudinal direction is formed, with the panel fitting groove facing the column member,
In addition, while being stacked and connected at predetermined intervals, the tapered surface of the panel end is adapted to the panel fitting groove to be sequentially constructed, and the column member and the panel member are integrated.

【0020】この請求項9の方法によれば、前記請求項
5の説明のごとく、前記柱部材とパネル部材が効果的に
一体化される。
According to the ninth aspect, as described in the fifth aspect, the column member and the panel member are effectively integrated.

【0021】請求項10は、柱部材が縦貫通孔を有し、
柱部材の段積み及び連結を前記縦貫通孔に鉄筋を挿通し
て行うことを特徴とする請求項8又は9に記載のブロッ
ク構造物の構築方法であり、前記請求項2の説明のごと
く、柱部材の段積み及び連結が容易である。
According to a tenth aspect, the column member has a vertical through hole,
10. The method for constructing a block structure according to claim 8, wherein the step of stacking and connecting the column members is performed by inserting a reinforcing bar into the vertical through-hole, and as described in claim 2, Stacking and connecting the column members are easy.

【0022】[0022]

【発明の実施の形態】以下、本発明のブロック構造物の
実施の一形態を説明する。図1は、本発明に係るブロッ
ク構造物の実施の一形態を示す斜視図、図2は、図1の
要部縦断面図、図3は、図1の要部横断面図、図4は、
基礎部材部の拡大断面図、図5は、笠置部分の拡大断面
図、図6は、段積み中間部分の分解斜視図、図7は、笠
置部分の分解斜視図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the block structure according to the present invention will be described below. FIG. 1 is a perspective view showing an embodiment of a block structure according to the present invention, FIG. 2 is a longitudinal sectional view of a main part of FIG. 1, FIG. 3 is a cross-sectional view of a main part of FIG. ,
FIG. 5 is an enlarged cross-sectional view of the cap member portion, FIG. 6 is an exploded perspective view of the middle portion of the stacking, and FIG. 7 is an exploded perspective view of the cap member portion.

【0023】本発明は、所定高さ及び外周縦方向にパネ
ル適合溝1が形成され、段積み及び連結自在の柱部材H
と、該柱部材Hの前記パネル適合溝1に端部が適合する
パネル部材Pからなる。
According to the present invention, a panel fitting groove 1 is formed at a predetermined height and in a longitudinal direction of an outer periphery, and a column member H which can be stacked and connected freely.
And a panel member P having an end fitting to the panel fitting groove 1 of the column member H.

【0024】前記柱部材Hは、所定高さ、すなわち、所
定数を段積み及び連結することのより、各種用途に応じ
た仕様に対応できる高さとされる。さらに、その外周縦
方向に前記パネル適合溝1が形成される。
The column member H has a predetermined height, that is, a predetermined number, which is stacked and connected, so that the column member H has a height which can correspond to specifications according to various uses. Further, the panel fitting groove 1 is formed in the outer peripheral longitudinal direction.

【0025】図面実施の一形態には、ブロック構造物の
コーナー部が示されている。すなわち、前記柱部材Hに
は、90度の角度をあけて前記パネル適合溝1がそれぞ
れ形成されている。また、図面実施の一形態では、前記
柱部材Hは円柱状に構成されているが、角柱状、その
他、適宜の形状であってよい。
In one embodiment of the drawings, a corner of a block structure is shown. In other words, the panel fitting grooves 1 are formed in the pillar members H at an angle of 90 degrees. In the embodiment shown in the drawings, the column member H is formed in a columnar shape, but may be in a prismatic shape or any other appropriate shape.

【0026】さらに、図面実施の一形態では、前記柱部
材Hに形成された前記パネル適合溝1が下方を浅く形成
され、さらに中心部に縦貫通孔2及び上下端面の前記縦
貫通孔2の周囲に、互いに適合し合う凸部3及び凹部4
が形成されている。
Further, in the embodiment shown in the drawings, the panel fitting groove 1 formed in the column member H is formed to be shallow below, and furthermore, the vertical through hole 2 and the vertical through hole 2 at the upper and lower end surfaces are formed at the center. Around the projection 3 and the depression 4 which fit each other.
Are formed.

【0027】なお、前記凸部3及び凹部4は、前記柱部
材Hが円柱状の場合には円盤状に形成した場合でも、後
に述べるパネル適合溝1の対向位置合わせが自在である
が、前記柱部材Hが角柱状の場合には、対応する角型凸
部及び角型凹部に形成することが望ましい。もっとも、
前記角型凸部及び角型凹部に変えて円盤状の凸部及び凹
部とし、その適位置にそれぞれ位置決め用の係合部を形
成してもよい。
When the column member H has a columnar shape, the convex portion 3 and the concave portion 4 can freely adjust the facing position of the panel fitting groove 1 described later, even if the column member H is formed in a disk shape. When the column member H has a prismatic shape, it is preferable that the column member H is formed in the corresponding rectangular convex portion and rectangular concave portion. However,
Disc-shaped protrusions and recesses may be used instead of the square protrusions and the square recesses, and positioning engagement portions may be formed at appropriate positions.

【0028】さらに、図面実施の一形態では、前記上下
端面の凸部3及び凹部4のそれぞれ中央部、すなわち、
前記縦貫通孔2の周囲にぞれぞれ鉄筋連結用空間として
のテーパー孔5及び6が形成されている。
Further, in one embodiment of the drawings, the central portions of the convex portions 3 and the concave portions 4 on the upper and lower end surfaces, that is,
Tapered holes 5 and 6 are formed around the vertical through hole 2 as spaces for connecting reinforcing bars, respectively.

【0029】つぎに、前記パネル部材Pは、その横方向
の長さは、特に限定されない。しかし、縦方向の幅は、
前記柱部材Hの高さと同等の他、該柱部材Hの1.5
倍、2倍、2.5倍・・・等、前記柱部材Hの複数の高
さと一致させることができる幅に構成され、上下端面に
互いに適合し合う凸部19a及び凹部19bが形成され
る。
Next, the lateral length of the panel member P is not particularly limited. However, the vertical width is
In addition to the height of the column member H, 1.5
.., 2 ×, 2.5 ×..., Etc., are configured to have a width that can match the plurality of heights of the column member H, and convex and concave portions 19 a and concave portions 19 b are formed on the upper and lower end surfaces. .

【0030】さらに、その端部が、前記柱部材Hに形成
された前記パネル適合溝1に適合する形状に構成され
る。すなわち、図面実施の一形態では、前記柱部材Hに
形成されたパネル適合溝1が下方を浅く形成されている
ため、前記パネル部材Pの端部に、前記柱部材Hに形成
されたパネル適合溝1に適合するテーパー面20が形成
され、さらに該パネル適合溝1に適合する厚さに、あら
かじめ、構成される。
Further, the end is formed in a shape that fits into the panel fitting groove 1 formed in the column member H. That is, in the embodiment shown in the drawings, since the panel fitting groove 1 formed in the column member H is formed to be shallow below, the panel fitting groove formed in the column member H is formed at the end of the panel member P. A tapered surface 20 that fits into the groove 1 is formed and is pre-configured to a thickness that fits into the panel-fitting groove 1.

【0031】本発明では、前記基本となる柱部材H及び
パネル部材Pの他に、連結部材としての鉄筋7、基礎部
材8及び笠置9等が準備される。
In the present invention, in addition to the basic column member H and panel member P, a reinforcing bar 7 as a connecting member, a base member 8 and a cap holder 9 are prepared.

【0032】図面実施の一形態では、前記鉄筋7が前記
柱部材Hの上下端面において連結自在に構成されてい
る。すなわち、鉄筋7が、あらかじめ、前記柱部材Hの
高さと略同等の長さに分割構成され、両端部に雄ねじ部
7a及び7bが形成され、該雄ねじ部7a及び7bが螺
合する雌ねじ孔10a及び10bが両端に形成されたジ
ョイント10を介して連結自在に構成されている。
In the embodiment shown in the drawings, the rebar 7 is configured to be freely connectable at the upper and lower end surfaces of the column member H. That is, the reinforcing bar 7 is divided in advance into a length substantially equal to the height of the column member H, male screw portions 7a and 7b are formed at both ends, and a female screw hole 10a into which the male screw portions 7a and 7b are screwed. And 10b are configured to be freely connectable via joints 10 formed at both ends.

【0033】なお、前記鉄筋7の雄ねじ部7a及び7b
と前記ジョイント10の雌ねじ孔10a及び10bの螺
合連結は、まず、下方に位置する鉄筋7が固定され、ジ
ョイント10、つぎの鉄筋7、つぎのジョイント10と
順次螺合させて行われるが、前記順次の螺合連結時にお
いて、いずれも前記各ねじ部間、すなわち、雄ねじ部7
b及び雌ねじ孔10a間、雌ねじ孔10b及び雄ねじ部
7a間がそれぞれ締め付けられる方向に作用するよう
に、あらかじめ、ねじ加工が施されている。
The male screw portions 7a and 7b of the rebar 7
The screw connection between the female screw holes 10a and 10b of the joint 10 is performed by first fixing the rebar 7 located below and screwing the joint 10, the next rebar 7, and the next joint 10 sequentially. At the time of the sequential screw connection, each of the screw portions, that is, the male screw portion 7
The threading is performed in advance so that it acts in the direction of tightening between the b and the female screw hole 10a and between the female screw hole 10b and the male screw portion 7a.

【0034】つぎに、前記基礎部材8は、図4に示すよ
うに、内部所定位置に、前記鉄筋7の雄ねじ部7aが螺
合する雌ねじ孔11aを有する固定部材11が埋設さ
れ、さらに上面に前記柱部材Hの凸部3が適合する凹部
11bが、あらかじめ形成されている。
Next, as shown in FIG. 4, a fixing member 11 having a female screw hole 11a into which the male screw portion 7a of the reinforcing bar 7 is screwed is buried in the base member 8, as shown in FIG. A concave portion 11b to which the convex portion 3 of the column member H fits is formed in advance.

【0035】また、笠置は、適数の柱部材H及びパネル
部材Pの段積み及び連結により完成状態のブロック構築
物の上端に形成されるものであり、前記パネル部材Pの
上端面に載置された笠置9aの両端には、例えば、水平
板9bが埋設及び突出させられ、該水平板9bの突出端
部を、前記柱部材Hの上端に形成する笠置9cで押え及
び固定する方法等が図示採用されている。
The cap rest is formed at the upper end of the completed block structure by stacking and connecting an appropriate number of column members H and panel members P, and is placed on the upper end surface of the panel member P. For example, a horizontal plate 9b is buried and protruded at both ends of the cap holder 9a, and a method of pressing and fixing the protruding end of the horizontal plate 9b with a cap holder 9c formed at the upper end of the column member H is illustrated. Has been adopted.

【0036】つぎに、構築方法について述べる。図示の
構築物は、塀であり、まず、所定間隔、すなわち、前記
パネル部材Pの長さ間隔をあけて前記基礎部材8が地中
に埋設配置される。
Next, a construction method will be described. The illustrated structure is a fence. First, the base member 8 is buried and disposed in the ground at a predetermined interval, that is, at a length interval of the panel member P.

【0037】つぎに前記所定間隔をあけて地中に埋設配
置された、それぞれの基礎部材8の上面に前記柱部材H
が、そこに形成されたパネル適合溝1を対向させて載置
され、同時に、前記基礎部材8の上面に形成された凹部
11aに前記柱部材Hの下面に形成された凸部3が適合
させられる。
Next, the column member H is placed on the upper surface of each of the base members 8 buried and disposed in the ground at the predetermined intervals.
Is mounted with the panel fitting groove 1 formed therein facing the same, and at the same time, the convex portion 3 formed on the lower surface of the column member H is fitted to the concave portion 11a formed on the upper surface of the base member 8. Can be

【0038】つぎに、前記柱部材Hの縦貫通孔2を通し
て前記鉄筋7が挿通され、該鉄筋7の雄ねじ部7aが前
記基礎部材8に埋設された固定部材11の雌ねじ孔11
aにに螺合させられる。もっとも、図面実施の一形態で
は、前記固定部材を基礎部材8の深度に埋設し、さらに
使用する鉄筋7の長さを統一するため、前記固定部材1
1の雌ねじ孔11a部に、前記ジョイント10とほぼ同
様のスペーサ13を螺合させている。すなわち、該スペ
ーサ13は上部に前記鉄筋7の雄ねじ部7aが螺合され
る雌ねじ孔13aを有し、下部には前記固定部材11の
雌ねじ孔11aに螺合する雄ねじ部13bは形成されて
いる。
Next, the reinforcing bar 7 is inserted through the vertical through hole 2 of the column member H, and the male screw portion 7a of the reinforcing bar 7 is inserted into the female screw hole 11 of the fixing member 11 embedded in the base member 8.
a. However, in one embodiment of the drawings, the fixing member 1 is buried at the depth of the base member 8 and furthermore, the fixing member 1
A spacer 13 that is substantially the same as the joint 10 is screwed into one female screw hole 11a. That is, the spacer 13 has a female screw hole 13a at the upper portion into which the male screw portion 7a of the reinforcing bar 7 is screwed, and a male screw portion 13b at the lower portion to be screwed into the female screw hole 11a of the fixing member 11 is formed. .

【0039】つぎに、前記所定間隔をあけて配置された
前記柱部材Hの対向するパネル適合溝1間に、パネル部
材Pの両端部が適合させられる。なお、図面実施例の一
形態では、前記柱部材Hの上端面に形成されたテーパー
孔6に位置した前記鉄筋7の雄ねじ部7bに位置決め用
のワッシャ14が嵌装され、該位置決め用のワッシャ1
4から突出した前記鉄筋7の雄ねじ部7bに前記ジョイ
ント10の雌ねじ孔10aが螺合させられている。な
お、前記位置決め用のワッシャ14と前記ジョイント1
0は、あらかじめ一体に構成してもよい。
Next, both end portions of the panel member P are fitted between the opposite panel fitting grooves 1 of the column member H arranged at the predetermined intervals. In one embodiment of the drawings, a positioning washer 14 is fitted into the male screw portion 7b of the reinforcing bar 7 located in the tapered hole 6 formed in the upper end surface of the column member H, and the positioning washer 14 is provided. 1
A female screw hole 10a of the joint 10 is screwed into a male screw portion 7b of the reinforcing bar 7 protruding from the screw 4. The positioning washer 14 and the joint 1
0 may be integrally configured in advance.

【0040】その後、前記それぞれの柱部材Hの上面
に、つぎの柱部材Hが載置させられ、同時に載置した柱
部材Hの下面に形成された凸部3が、下段に位置した柱
部材Hの上面に形成された凹部4に適合させられる。こ
の段階において、前記パネル部材Pの上面端部に、前記
載置した前記柱部材Hが載置させられ、前記パネル部材
Pの両端部が押えられる。
Thereafter, the next column member H is mounted on the upper surface of each of the column members H, and at the same time, the convex portion 3 formed on the lower surface of the column member H is placed on the lower column member. H is adapted to the recess 4 formed in the upper surface. At this stage, the column member H described above is placed on the upper surface end of the panel member P, and both ends of the panel member P are pressed.

【0041】さらに、上段の柱部材Hの縦貫通孔2を通
して前記鉄筋7が挿通され、該鉄筋7の雄ねじ部7aが
前記下段の柱部材Hに挿通された鉄筋7の上端に螺合さ
れたジョイント10の雌ねじ孔10bに螺合及び連結さ
せられる。つぎに前記所定間隔をあけて段積みされた前
記柱部材Hの対向するパネル適合溝1間にパネル部材P
の両端部が適合させられる。
Further, the reinforcing bar 7 is inserted through the vertical through hole 2 of the upper column member H, and the male screw portion 7a of the reinforcing bar 7 is screwed to the upper end of the reinforcing bar 7 inserted into the lower column member H. It is screwed and connected to the female screw hole 10b of the joint 10. Next, a panel member P is provided between the opposite panel fitting grooves 1 of the column members H stacked at a predetermined interval.
Are adapted at both ends.

【0042】以後、同様にして、前記柱部材Hの段積
み、連結及び柱部材Hの対向するパネル適合溝1へパネ
ル部材Pが適合させられ、該パネル部材P及び前記柱部
材Hが所定の高さに形成された後、前記笠置9a及び9
cが設置される。図面実施の一形態では、パネル部材P
の上端面に前記笠置9aが載置され、該笠置9aの両端
部に埋設及び突出させた水平板9bの突出端部を、前記
柱部材Hの上端に形成した前記笠置9cで押え及び固定
している。
Thereafter, in the same manner, the column member H is stacked and connected, and the panel member P is adapted to the opposite panel fitting groove 1 of the column member H. After being formed at the height, the cap rests 9a and 9
c is installed. In one embodiment of the drawing, the panel member P
The cap rest 9a is placed on the upper end surface of the column member H, and the protruding end of the horizontal plate 9b embedded and protruded at both ends of the cap rest 9a is pressed and fixed by the cap rest 9c formed at the upper end of the column member H. ing.

【0043】すなわち、図5に示すように、飾り押え1
5に雄ねじ部12aを有するねじ杆12を設け、該ねじ
杆12を前記笠置9cに貫通し、最上段の鉄筋7の上端
に螺合されたジョイント10の雌ねじ孔10bに螺合し
て、前記笠置9cを押え、同時に前記笠置9aが押え及
び固定している。なお、前記笠置の固定方法は、任意で
あることは言うまでもない。
That is, as shown in FIG.
5 is provided with a threaded rod 12 having a male threaded portion 12a, the threaded rod 12 is passed through the cap rest 9c, and screwed into a female threaded hole 10b of a joint 10 screwed to the upper end of the uppermost reinforcing bar 7, The cap holder 9c is pressed, and at the same time, the cap holder 9a is pressed and fixed. Needless to say, the method of fixing the cap storage is arbitrary.

【0044】[0044]

【発明の効果】本発明のブロック構造物及びその構築方
法によれば、部材の取扱いが容易であり、構築に熟練と
手数を要することなく、さらに各種の用途に応じた仕様
に容易に対応できる効果がえられる。
According to the block structure and the method of constructing the same according to the present invention, the handling of the members is easy, the skill is not required for construction, and the specification can be easily adapted to various applications. The effect is obtained.

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

【図1】本発明に係るブロック構造物の実施の一形態を
示す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a block structure according to the present invention.

【図2】図1の要部縦断面図である。FIG. 2 is a longitudinal sectional view of a main part of FIG.

【図3】図1の要部横断面図である。FIG. 3 is a cross-sectional view of a main part of FIG.

【図4】基礎部材部の拡大断面図である。FIG. 4 is an enlarged sectional view of a base member.

【図5】笠置部分の拡大断面図である。FIG. 5 is an enlarged cross-sectional view of a cap rest portion.

【図6】段積み中間部の分解斜視図である。FIG. 6 is an exploded perspective view of a middle portion of the stacking.

【図7】笠置部分の分解斜視図である。FIG. 7 is an exploded perspective view of a cap rest portion.

【符号の説明】[Explanation of symbols]

H 柱部材 P パネル部材 1 パネル適合溝 2 縦貫通孔 7 鉄筋 H Column member P Panel member 1 Panel fitting groove 2 Vertical through hole 7 Reinforcing bar

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04C 1/39 E04H 17/20 Z E04H 17/20 E04C 1/10 B N Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat II (reference) E04C 1/39 E04H 17/20 Z E04H 17/20 E04C 1/10 BN

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 所定高さ及び外周縦方向にパネル適合溝
が形成され、段積み及び連結自在の柱部材と、該柱部材
の前記パネル適合溝に端部が適合されるパネル部材と、
からなることを特徴とするブロック構造物。
1. A column member having a panel fitting groove formed at a predetermined height and an outer peripheral lengthwise direction, and capable of being stacked and connected freely, and a panel member having an end adapted to the panel fitting groove of the column member.
A block structure characterized by comprising:
【請求項2】 柱部材が中央に縦貫通孔を有し、該縦貫
通孔に鉄筋を挿通して段積み及び連結が行われてなるこ
とを特徴とする請求項1に記載のブロック構造物。
2. The block structure according to claim 1, wherein the column member has a vertical through-hole at the center, and a reinforcing bar is inserted into the vertical through-hole to perform stacking and connection. .
【請求項3】 鉄筋が柱部材の上下端面部において連結
自在であることを特徴とする請求項2に記載のブロック
構造物。
3. The block structure according to claim 2, wherein the reinforcing bars are connectable at upper and lower end portions of the column member.
【請求項4】 柱部材が上下端面に互いに適合し合う凸
凹部を有することを特徴とする請求項1又は2に記載の
ブロック構造物。
4. The block structure according to claim 1, wherein the column member has convex and concave portions which are adapted to each other on upper and lower end surfaces.
【請求項5】 柱部材のパネル適合溝の下方が浅く形成
され、パネル部材の端部に前記パネル適合溝に適合する
テーパー面が形成されてなることを特徴とする請求項1
に記載のブロック構造物。
5. The panel member according to claim 1, wherein a lower portion of the panel fitting groove of the column member is formed shallow, and a tapered surface adapted to the panel fitting groove is formed at an end of the panel member.
A block structure according to item 1.
【請求項6】 パネル部材が上下端面に互いに適合し合
う凸凹部を有することを特徴とする請求項1又は5に記
載のブロック構造物。
6. The block structure according to claim 1, wherein the panel member has convex and concave portions on the upper and lower end surfaces that match each other.
【請求項7】 柱部材及びパネル部材の表面に化粧加工
が施されてなる請求項1に記載のブロック構造。
7. The block structure according to claim 1, wherein decorative processing is applied to surfaces of the column member and the panel member.
【請求項8】 所定高さ及び外周縦方向にパネル適合溝
が形成された柱部材を、前記パネル適合溝を対向させ、
且つ所定間隔をあけて段積み及び連結しつつ、前記パネ
ル適合溝にパネル端部を適合させて順次構築し、前記柱
部材及びパネル部材を一体化することを特徴とするブロ
ック構造物の構築方法。
8. A column member having a panel fitting groove formed at a predetermined height and an outer peripheral longitudinal direction is opposed to the panel fitting groove,
And constructing a block structure by sequentially stacking and connecting at predetermined intervals while adapting a panel end portion to the panel fitting groove, and integrating the column member and the panel member. .
【請求項9】 所定高さ及び外周縦方向に下方を浅くし
たパネル適合溝が形成された柱部材を、前記パネル適合
溝を対向させ、且つ所定間隔をあけて段積み及び連結し
つつ、前記パネル適合溝にパネル端部のテーパー面を適
合させて順次構築し、前記柱部材及びパネル部材を一体
化することを特徴とするブロック構造物の構築方法。
9. A column member having a panel fitting groove having a predetermined height and a shallow lower portion in the outer peripheral longitudinal direction is formed by stacking and connecting the column fitting grooves at predetermined intervals and facing the panel fitting grooves. A method for constructing a block structure, comprising: constructing a tapered surface of a panel end portion in a panel fitting groove so as to be adapted sequentially, and integrating the column member and the panel member.
【請求項10】 柱部材が縦貫通孔を有し、柱部材の段
積み及び連結を前記縦貫通孔に鉄筋を挿通して行うこと
を特徴とする請求項8又は9に記載のブロック構造物の
構築方法。
10. The block structure according to claim 8, wherein the column member has a vertical through hole, and the column members are stacked and connected by inserting a reinforcing bar into the vertical through hole. How to build.
JP2000178097A 2000-06-14 2000-06-14 Wall-like structure and construction method thereof Expired - Fee Related JP4686770B2 (en)

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Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006348480A (en) * 2005-06-13 2006-12-28 Toshihiro Hiraoka Building and building forming method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106593079A (en) * 2016-12-15 2017-04-26 中国能源建设集团广东省电力设计研究院有限公司 Finished product assembly type solid enclosing wall
JP6232536B1 (en) * 2017-07-20 2017-11-15 西田 稔 Connecting fixed block

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0258677A (en) * 1988-08-23 1990-02-27 Juichi Suzuki Assembly coupling wall and building method thereof

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0258677A (en) * 1988-08-23 1990-02-27 Juichi Suzuki Assembly coupling wall and building method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006348480A (en) * 2005-06-13 2006-12-28 Toshihiro Hiraoka Building and building forming method

Also Published As

Publication number Publication date
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