JP4686770B2 - Wall-like structure and construction method thereof - Google Patents

Wall-like structure and construction method thereof Download PDF

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JP4686770B2
JP4686770B2 JP2000178097A JP2000178097A JP4686770B2 JP 4686770 B2 JP4686770 B2 JP 4686770B2 JP 2000178097 A JP2000178097 A JP 2000178097A JP 2000178097 A JP2000178097 A JP 2000178097A JP 4686770 B2 JP4686770 B2 JP 4686770B2
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Prior art keywords
panel
column member
wall
column
vertical
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JP2001355356A (en
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昭一 岩崎
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株式会社サイコン工業
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Description

【0001】
【発明の属する技術分野】
本発明は、塀、その他の壁状構造物及びその構築方法に関する。
【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。
【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。
【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に示す本発明の壁状構造物は、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、段積み及び連結自在の柱部材と、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たパネル部材と、からなることを特徴とする壁状構造物である。
【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。
【0006】
さらに、前記柱部材の外周縦方向には下方を浅くした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。
なお、前記パネル適合溝の下方を浅く形成することにより、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さえられ、前記柱部材及びパネル部材が効果的に一体化されるものである。
【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。
【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。
【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。
【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。
【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。
【0017】
請求項は、前記壁状構造物の構築方法であり、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た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。
【0018】
この請求項の方法によれば、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。
【0020】
さらに請求項の方法によれば、前記請求項の説明のごとく、前記柱部材とパネル部材が効果的に一体化される。
【0021】
請求項は、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4に記載の壁状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。
【0022】
以下、本発明の壁状構造物の実施の一形態を説明する。図1は、本発明に係る壁状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、段積み中間部の分解斜視図、図7は、笠置部分の分解斜視図である。
【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。
【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。
【0025】
図面実施の一形態には、壁状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。
【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。
【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。
【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。
【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。
【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。
【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。
【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。
【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7b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。
【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。
【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壁状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。
【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。
【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。
【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11a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11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。
【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14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10は、あらかじめ一体に構成してもよい。
【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。
【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。
【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9c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。
【0043】
すなわち、図5に示すように、飾り押え15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。
【0044】
【発明の効果】
本発明の壁状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得られる。
【図面の簡単な説明】
【図1】 本発明に係る壁状構造物の実施の一形態を示す斜視図である。
【図2】 図1の要部縦断面図である。
【図3】 図1の要部横断面図である。
【図4】 基礎部材部の拡大断面図である。
【図5】 笠置部分の拡大断面図である。
【図6】 段積み中間部の分解斜視図である。
【図7】 笠置部分の分解斜視図である。
【符号の説明】
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
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a bag and other wall-like structures and a construction method thereof.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, a block structure having various wall-like parts configured by stacking concrete blocks, such as a concrete fence called a perennial fence, is provided.
[0003]
[Problems to be solved by the invention]
Conventionally, as described above, the block structure requires skill and labor for construction work on site. In view of the above circumstances, the present invention provides a block structure that is easy to handle and does not require skill and labor for construction, and that can easily cope with specifications according to various applications, and a construction method thereof. For the purpose.
[0004]
[Means for Solving the Problems]
In order to achieve the above object, the wall-like structure of the present invention according to claim 1 is formed with a panel fitting groove having a predetermined height and a shallow depth in the outer peripheral vertical direction, and can be stacked and connected to a column member, A wall-like structure comprising: a panel member having a tapered surface adapted to the panel fitting groove at an end portion .
[0005]
In this 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 uses by stacking and connecting the appropriate number. Therefore, unlike the conventional column member, the column member is initially in a divided state and is easier to handle than a single member.
[0006]
Further, a panel fitting groove having a shallower bottom is formed in the longitudinal direction of the outer periphery of the column member. One or a plurality of the panel matching grooves are formed in accordance with the installation location of the column member. In other words, one column fitting groove is provided in the column member located at the end of the wall-like structure to be constructed, and one is provided at a 180 degree point in the column member located in the straight intermediate portion of the wall-like structure to be constructed. In the column member located in the corner portion of the wall-like structure to be constructed, for example, one column member is formed with an angle of 90 degrees.
In addition, by forming the lower portion of the panel fitting groove shallowly, the stacked upper column member is placed on the upper surface end portion of the panel whose end portion is inserted into the panel fitting groove of the column member located in the lower stage. Thus, the movement of the lower panel is suppressed, and the column member and the panel member are effectively integrated.
[0007]
In addition, the said panel is a panel member which comprises a wall and other wall-like structures, The length of the horizontal direction is not specifically limited. However, the vertical width is equal to the height of the column member, and is 1.5 times, twice, 2.5... Are configured to have a width that can be matched.
[0008]
But 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 the same as the vertical width of the panel member, 1.5 times, 2 times, 2.5 times, etc.
[0009]
In any case, the panel end portion is configured to have a shape and thickness suitable for a panel matching groove formed in the column member.
[0010]
2. The block structure according to claim 1, wherein the pillar member has a vertical through-hole, and a reinforcing bar is inserted into the vertical through-hole for stacking and connection. It is a thing. That is, this is a specific embodiment of the stacking and connection of the column members, in which longitudinal through holes are formed in the column members in advance. According to one embodiment of the present invention, stacking and connection are easy, and mortar can be injected into the space formed around the reinforcing bar inserted through the vertical through hole.
[0011]
An embodiment of the third aspect of the present invention is the block structure according to claim 2, wherein the reinforcing bars are connectable at upper and lower end surface portions of the column member. According to one embodiment of the present invention, handling of the reinforcing bars is easy, and stacking and connecting operations of the column members are easy.
[0017]
Claim 4 is a method for constructing the wall-like structure, wherein a column member formed with a panel fitting groove whose depth is shallow in a predetermined height and an outer peripheral vertical direction is opposed to the panel fitting groove, and a predetermined interval is provided. The panel member and the panel member are integrally constructed by fitting the panel end portion having a tapered surface that fits the panel fitting groove to the end portion of the panel fitting groove while sequentially stacking and connecting them. It is characterized by becoming.
[0018]
According to the method of claim 4 , it is easy to handle the column members in the divided state, and the construction may be performed according to the stacking and connection of the pillar members, and skill is not required for the construction.
[0020]
Furthermore, according to the method of claim 4 , as described in claim 1 , the column member and the panel member are effectively integrated.
[0021]
Claim 5, the pillar member has a vertical through-hole, the wall-like structure as claimed the stacking and connecting the pillar members to claim 4, characterized in that by inserting the rebar in the longitudinal through hole This is a construction method, and as described in claim 2, the column members can be easily stacked and connected.
[0022]
Hereinafter, an embodiment of the wall-like structure of the present invention will be described. 1 is a perspective view showing an embodiment of a wall-like structure according to the present invention, FIG. 2 is a longitudinal sectional view of the main part of FIG. 1, FIG. 3 is a transverse sectional view of the main part of FIG. FIG. 5 is an enlarged cross-sectional view of the base member portion, FIG. 5 is an enlarged cross-sectional view of the cap storage portion, FIG. 6 is an exploded perspective view of the intermediate stacking portion, and FIG. 7 is an exploded perspective view of the cap storage portion.
[0023]
In the present invention, a panel fitting groove 1 is formed at a predetermined height and an outer peripheral vertical direction, and a column member H which can be stacked and connected, and a panel member P whose end is fitted to the panel fitting groove 1 of the pillar member H. Consists of.
[0024]
The column member H has a predetermined height, that is, a height that can correspond to specifications according to various uses by stacking and connecting a predetermined number. Furthermore, the said panel fitting groove | channel 1 is formed in the outer peripheral vertical direction.
[0025]
In one embodiment of the drawings, a corner portion of a wall-like structure is shown. That is, the panel fitting grooves 1 are formed in the column member H at an angle of 90 degrees. In the embodiment of the drawings, the column member H is formed in a columnar shape, but may have a prismatic shape or other appropriate shape.
[0026]
Furthermore, in one embodiment of the drawing, the panel fitting groove 1 formed in the pillar member H is formed shallowly below, and further, in the center, around the vertical through hole 2 and the vertical through hole 2 on the upper and lower end surfaces, The convex part 3 and the recessed part 4 which mutually fit are formed.
[0027]
In addition, even if the convex part 3 and the concave part 4 are formed in a disk shape when the column member H is cylindrical, the opposing position of the panel fitting groove 1 described later can be freely adjusted. In the case of a prismatic shape, it is desirable to form it on the corresponding square convex part and square concave part. However, it is also possible to use disk-shaped convex portions and concave portions instead of the square convex portions and square concave portions, and to form positioning engaging portions at appropriate positions thereof.
[0028]
Furthermore, in one embodiment of the drawings, taper holes 5 and 6 serving as reinforcing bar connecting spaces are respectively formed in the central portions of the convex portions 3 and the concave portions 4 on the upper and lower end surfaces, that is, around the vertical through holes 2. Is formed.
[0029]
Next, the horizontal length of the panel member P is not particularly limited. However, the width in the vertical direction is equal to the height of the pillar member H, as well as the height of the pillar member H, such as 1.5 times, 2 times, 2.5 times, etc. Convex portions 19 a and concave portions 19 b that are configured to have a width that can be matched and fit to each other are formed on the upper and lower end surfaces.
[0030]
Furthermore, the edge part is comprised in the shape which fits the said panel fitting groove | channel 1 formed in the said column member H. As shown in FIG. That is, in the embodiment of the drawing, since the panel fitting groove 1 formed in the column member H is formed shallowly below, the panel fitting 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 further configured in advance to a thickness that fits into the panel fitting groove 1.
[0031]
In the present invention, in addition to the basic column member H and the panel member P, a reinforcing bar 7, a foundation member 8, a cap rest 9, and the like are prepared as connecting members.
[0032]
In one embodiment of the drawing, the rebar 7 is configured to be connectable on the upper and lower end surfaces of the column member H. That is, the reinforcing bar 7 is divided into a length approximately equal to the height of the column member H in advance, male screw portions 7a and 7b are formed at both ends, and the female screw hole 10a into which the male screw portions 7a and 7b are screwed. And 10b are configured to be connectable via joints 10 formed at both ends.
[0033]
The threaded connection between the male threaded portions 7a and 7b of the reinforcing bar 7 and the female threaded holes 10a and 10b of the joint 10 is such that the lower reinforcing bar 7 is first fixed, and the joint 10, the next reinforcing bar 7, and the next joint are fixed. 10 are sequentially screwed together, and at the time of the sequential screwing connection, each of the screw parts, that is, between the male screw part 7b and the female screw hole 10a, and between the female screw hole 10b and the male screw part 7a is tightened. Screwing is performed in advance so as to act in the direction to be applied.
[0034]
Next, as shown in FIG. 4, the base member 8 has a fixed member 11 having a female screw hole 11a into which the male screw portion 7a of the reinforcing bar 7 is screwed at a predetermined internal position, and the column member on the upper surface. A concave portion 11b to which the H convex portion 3 fits is formed in advance.
[0035]
Further, Kasagi is intended to be formed on the upper end of the wall-like structure of the finished state by stacking and connecting the pillar members H and the panel member P of a suitable number, it is placed on the upper end surface of the panel member P For example, a horizontal plate 9b is embedded and protruded at both ends of the cage 9a, and the protruding end of the horizontal plate 9b is pressed and fixed by the cage 9c formed at the upper end of the column member H. It has been adopted.
[0036]
Next, the construction method is described. The illustrated structure is a ridge, and first, the base member 8 is embedded and arranged in the ground at a predetermined interval, that is, a length interval of the panel member P.
[0037]
Next, the pillar member H is placed on the upper surface of each foundation member 8 that is embedded in the ground at a predetermined interval, with the panel fitting groove 1 formed thereon facing each other, and at the same time, The convex portion 3 formed on the bottom surface of the column member H is adapted to the concave portion 11 a formed on the top surface of the base member 8.
[0038]
Next, the reinforcing bar 7 is inserted through the vertical through hole 2 of the column member H, and the male screw portion 7 a of the reinforcing bar 7 is screwed into the female screw hole 11 a of the fixing member 11 embedded in the base member 8. However, in one embodiment of the drawings, in order to embed the fixing member at a depth of the base member 8 and to unify the length of the reinforcing bars 7 to be used, the female screw hole 11a portion of the fixing member 11 is connected to the joint 10 and A substantially similar spacer 13 is screwed. That is, the spacer 13 has a female screw hole 13a into which the male screw part 7a of the reinforcing bar 7 is screwed at the upper part, and a male screw part 13b to be screwed into the female screw hole 11a of the fixing member 11 at the lower part. .
[0039]
Next, both end portions of the panel member P are fitted between the panel fitting grooves 1 facing each other of the pillar members H arranged at a predetermined interval. In one embodiment of the drawing embodiment, a positioning washer 14 is fitted to the male threaded 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. A female screw hole 10 a of the joint 10 is screwed into a male screw portion 7 b of the reinforcing bar 7 protruding from 14. Note that the positioning washer 14 and the joint 10 may be integrally configured in advance.
[0040]
Thereafter, the next column member H is placed on the upper surface of each column member H, and the convex portion 3 formed on the lower surface of the column member H placed at the same time is the upper surface of the column member H located in the lower stage. Is adapted to the recess 4 formed in At this stage, the column member H placed as described above is placed on the upper end portion of the panel member P, and both end portions of the panel member P are pressed.
[0041]
Further, the rebar 7 is inserted through the vertical through hole 2 of the upper column member H, and the male screw portion 7a of the rebar 7 is screwed into the upper end of the rebar 7 inserted through the lower column member H. It is screwed and connected to the female screw hole 10b. Next, both ends of the panel member P are fitted between the panel fitting grooves 1 facing each other of the column members H stacked at the predetermined interval.
[0042]
Thereafter, in the same manner, the panel member P is fitted to the panel fitting groove 1 where the column members H are stacked, connected and opposed to each other, and the panel member P and the pillar member H are brought to a predetermined height. After being formed, the caps 9a and 9c are installed. In one embodiment of the drawing, the cap 9a is placed on the upper end surface of the panel member P, and the protruding end of the horizontal plate 9b embedded and protruded at both ends of the cap 9a is connected to the upper end of the column member H. The cap 9c is formed and held and fixed.
[0043]
That is, as shown in FIG. 5, the decorative retainer 15 is provided with a screw rod 12 having a male screw portion 12 a, and the joint 10 is threaded into the upper end of the uppermost reinforcing bar 7 through the screw rod 12 through the cap 9 c. Are screwed into the female screw hole 10b to hold the cap 9c, and at the same time, the cap 9a is pressed and fixed. Needless to say, the fixing method of the cap is arbitrary.
[0044]
【The invention's effect】
According to the wall-like structure and the construction method thereof of the present invention, it is easy to handle members, and it is possible to easily adapt to specifications according to various uses without requiring skill and labor for construction. .
[Brief description of the drawings]
FIG. 1 is a perspective view showing an embodiment of a wall-like structure according to the present invention.
2 is a longitudinal sectional view of a main part of FIG.
FIG. 3 is a cross-sectional view of the main part of FIG. 1;
FIG. 4 is an enlarged cross-sectional view of a base member portion.
FIG. 5 is an enlarged cross-sectional view of a crest portion.
FIG. 6 is an exploded perspective view of a stacking intermediate portion.
FIG. 7 is an exploded perspective view of a crest portion.
[Explanation of symbols]
H Column member P Panel member 1 Panel fitting groove 2 Vertical through hole 7 Reinforcing bar

Claims (5)

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、段積み及び連結自在の柱部材と、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たパネル部材と、からなることを特徴とする壁状構造物。 A panel fitting groove whose depth is shallow at a predetermined height and the outer peripheral vertical direction is formed, and a column member that can be stacked and connected, and a panel member that is formed with a tapered surface that fits the panel fitting groove at the end. A wall-like structure characterized by 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に記載の壁状構造物。The wall-shaped structure according to claim 1, wherein the column member has a vertical through hole in the center, and a reinforcing bar is inserted into the vertical through hole and stacked and connected. 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に記載の壁状構造物。The wall-like structure according to claim 2, wherein the reinforcing bars are connectable at the upper and lower end surface portions of the column member. 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たパネル端部を適合させて順次構築し、前記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壁状構造物の構築方法。 End predetermined height and outer longitudinally pillar member shallow panels compatible groove downward are formed, it is opposed to the panel fit groove, stacking and while connected and at predetermined intervals, to said panel compatible groove A method for constructing a wall-like structure comprising: sequentially fitting a panel end portion having a tapered surface that fits into the panel fitting groove in a portion, and integrating the column member and the panel member. 柱部材が中央に縦貫通孔を有し、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に記載の壁状構造物の構築方法。The method for constructing a wall-shaped structure according to claim 4 , wherein the column member has a vertical through hole in the center, and the column members are stacked and connected by inserting a reinforcing bar into the vertical through hole.
JP2000178097A 2000-06-14 2000-06-14 Wall-like structure and construction method thereof Expired - Fee Related JP4686770B2 (en)

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Cited By (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

Families Citing this family (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

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Publication number Priority date Publication date Assignee Title
JPH0696920B2 (en) * 1988-08-23 1994-11-30 重一 鈴木 Assembly connection wall

Cited By (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

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