JPH11159030A - Skeleton wall and retaining wall construction method and material - Google Patents

Skeleton wall and retaining wall construction method and material

Info

Publication number
JPH11159030A
JPH11159030A JP34219297A JP34219297A JPH11159030A JP H11159030 A JPH11159030 A JP H11159030A JP 34219297 A JP34219297 A JP 34219297A JP 34219297 A JP34219297 A JP 34219297A JP H11159030 A JPH11159030 A JP H11159030A
Authority
JP
Japan
Prior art keywords
wall
construction
wall plate
supporting column
skeleton
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.)
Pending
Application number
JP34219297A
Other languages
Japanese (ja)
Inventor
Masayoshi Izumi
政義 和泉
Masanori Inaba
雅典 稲葉
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP34219297A priority Critical patent/JPH11159030A/en
Publication of JPH11159030A publication Critical patent/JPH11159030A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily, quickly and beautifully construct and install a skeleton wall and a retaining wall with wall plate materials including natural plate stones in good appearance, to form inside and outside wall faces at the same time and to shorten a construction period. SOLUTION: A number of supporting column materials 1 embedded at their lower parts are erectly arranged at a site to be constructed at predetermined spaces in the direction of construction. A foamed resin shock absorbing material A is mounted in contact with the outside of a foundation concrete B to which the embedded portions at the lower parts of the supporting column materials 1 are fixed. The side edges are fitted in and slid to slide supporting grooves 2 formed on the side face of the supporting column material 1 opposing each other along the vertical direction of the supporting column materials 1 itself to construct a proper number of wall plate materials 5 of a predetermined thickness in layers between the supporting column materials 1. Copping stones 10 are placed on the upper faces of the wall plate materials 5 and on the upper faces of the supporting column materials 1.

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】本発明は例えば一般家屋、住
居等の各種建築物における外壁等の躯体壁、外構設備等
における擁壁等を簡単、迅速にしかも美麗に体裁よく、
また変化性に富むようにして構築設置できるようにした
躯体壁・擁壁の構築方法及びその躯体壁・擁壁の構築に
使用される構築材料体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a simple, quick and beautiful appearance of a frame wall such as an outer wall in various buildings such as a general house and a house, and a retaining wall in an external facility.
The present invention also relates to a method for constructing a skeleton wall / retaining wall which can be constructed and installed in a highly variable manner, and a construction material used for constructing the skeleton wall / retaining wall.

【0002】[0002]

【従来の技術】従来、例えば住居周囲の外構設備におけ
る擁壁等を構築するに際し天然石自体によって構築する
場合には、相互に接合される上下左右側面等を切削平坦
化し、それらの接合面相互を当接させながら順次にその
材料である石材等を積み上げている。また表面に天然石
を貼着して構築する場合には、コンクリート製、積み上
げブロック製の擁壁本体を構成した後に止金具、モルタ
ル材等を介して薄板状の天然石板を整列させて固着して
おり、こうすることで天然石状の風合いを有する擁壁と
している。また一般家屋、住居等の各種建築物における
躯体壁、特にその外壁は家屋の外観印象を決定付けるか
ら、その意味でも極めて重要であるために従来から種々
の化粧仕上げが施されているものである。
2. Description of the Related Art Conventionally, for example, when a retaining wall or the like in an external facility around a house is constructed with natural stones, the upper, lower, left, and right side surfaces to be joined to each other are cut and flattened, and the joint surfaces between the upper and lower sides are cut off. , And the stones, which are the materials, are sequentially stacked. When a natural stone is stuck on the surface to construct, a concrete-made, stacked block-made retaining wall main body is formed, and then a thin natural stone plate is aligned and fixed via fasteners, mortar material, etc. In this way, the retaining wall has a natural stone-like texture. In addition, since the skeleton walls of various buildings such as general houses and dwellings, particularly the outer walls thereof, determine the external impression of the house, it is extremely important in that sense, and thus various decorative finishes have been applied. .

【0003】[0003]

【発明が解決しようとする課題】ところが天然石自体の
積み上げによる場合には、個々の天然石自体が比較的に
大型で重量的に嵩張るから重機を使用せざるを得ず、狭
隘な構築場所では作業が極めて困難となるばかりでな
く、作業者自身の肉体的負担も大きいものである。また
天然石板の貼着固定による場合には、擁壁本体、躯体壁
本体自体の構成が型枠を構築使用したり、水平基準糸を
張り巡らせたりしなければならない故に極めて面倒であ
るばかりでなく、貼着固定には全体に凹凸が生じないよ
うに平坦化しなければならない故にかなりの熟練性が要
求されるものであった。
However, in the case of stacking natural stones themselves, since each natural stone itself is relatively large and bulky in weight, heavy equipment must be used, and work is required in a narrow construction site. Not only is it extremely difficult, but also the physical burden on the worker himself is great. In addition, in the case of sticking and fixing natural stone slabs, not only is the construction of the retaining wall main body and the skeleton wall main body itself necessary to construct and use a formwork, but also to spread a horizontal reference thread, which is extremely troublesome. In addition, since the adhesive must be flattened so as not to cause unevenness on the whole, considerable skill is required.

【0004】また外壁表面の化粧仕上げは従来から木質
系、モルタル質系、新建材質系等のものが提供されてい
るも、いずれも躯体壁の構築後にその躯体壁表面に化粧
仕上げを施すものであるから、手間が掛かるばかりでな
く、その施工も面倒で熟練性が要求されるものであっ
た。特に躯体壁表面が天然石状の風合いを有するように
するには躯体壁自体を天然石によって構築する必要があ
るために、その天然石自体がかなりの重量があること、
形状が一定していないこと等とも相俟って取扱いが面倒
なものであった。
[0004] Further, decorative finishes on the surface of the outer wall have been conventionally provided in the form of wood, mortar, newly constructed materials and the like, but in all cases, decorative finish is applied to the surface of the skeleton wall after construction of the skeleton wall. As a result, not only is it troublesome, but also the construction is cumbersome and requires skill. In particular, it is necessary to construct the skeleton wall itself with natural stones so that the surface of the skeleton wall has a natural stone-like texture, so that the natural stone itself has a considerable weight,
The handling was troublesome due to the fact that the shape was not constant.

【0005】そこで本発明は叙上のような従来存した諸
事情に鑑み創出されたもので、例えば一般家屋、住居等
の各種建築物における天然石製の外壁等の躯体壁、外構
設備等における天然石製の擁壁、更には住宅用家屋の基
礎部等を構築するに際し、構築使用される天然石自体を
予め適宜肉厚の薄板状に形成し、所定間隔で立設配列し
た一対の支持柱材相互間で上下方向でのスライドによっ
て連続的に積み上げるのみで躯体壁、擁壁等を構築施工
できるものとしたのであり、簡単、迅速にしかも美麗に
体裁よく、更には変化性に富むようにして構築設置でき
ると共に、内外壁面の同時施工を可能にして工期を短縮
できるようにする躯体壁・擁壁の構築方法及びその躯体
壁・擁壁の構築に使用される構築材料体を提供すること
を目的とする。
Accordingly, the present invention has been made in view of the above-mentioned various existing circumstances. For example, in various buildings such as ordinary houses and dwellings, the present invention has been applied to building walls such as natural stone outer walls and exterior equipment. When constructing a natural stone retaining wall, and furthermore, a foundation of a residential house, etc., a pair of supporting pillars are formed by forming the natural stone itself to be used into a thin plate having an appropriate thickness in advance and arranging it at predetermined intervals. The building walls, retaining walls, etc. can be constructed and constructed simply by continuously stacking up and down slides between each other, and they are constructed and installed in a simple, quick and beautiful manner, and also in a variety of ways. It is an object of the present invention to provide a method of constructing a skeleton wall / retaining wall which enables simultaneous construction of inner and outer wall surfaces and shorten a construction period, and a construction material used for constructing the skeleton wall / retaining wall. I do.

【0006】[0006]

【課題を解決するための手段】上述した目的を達成する
ため、本発明に係る躯体壁・擁壁の構築方法にあって
は、構築すべき場所において所定間隔で多数の支持柱材
1を構築方向に沿って下部を埋設させて立設配列し、相
互に対向する支持柱材1の側面に支持柱材1自体の上下
方向に沿って形成したスライド支持溝2に側縁部を嵌め
入れスライドして、支持柱材1相互間に適数の所定肉厚
の板状の壁板材5を積み上げ構築するものであり、更に
は壁板材5上面、支持柱材1上面夫々に笠石材10を載
置するものである。また支持柱材1下部の埋設部分は、
発泡合成樹脂材製の緩衝材Aを外側面に当接配装した基
礎コンクリートBによって固定することができる。更に
はスライド支持溝2の内法幅員を壁板材5の側縁部の肉
厚に比し大きくしておき、壁板材5をスライド支持溝2
内で平面から見て傾斜したり、スライド支持溝2内でい
ずれか一方の内側縁面側に壁板材5を偏位配置したりす
ることができる。一方、上記した構築方法の実施に直接
に使用される躯体壁・擁壁の構築材料体は、構築場所に
おいて下部が埋設されることで所定間隔で構築方向に沿
って立設配列され、側面に上下方向に沿ってスライド支
持溝2が形成されている多数の支持柱材1と、支持柱材
1相互間でスライド支持溝2に側縁部が嵌め入れられる
ことで積み上げられる所定肉厚の板状の適数の壁板材5
とを備えて成り、更には壁板材5上面、支持柱材1上面
夫々に載置される笠石材10とを備えて成るものであ
る。また構築場所の土中には、支持柱材1の下部を固定
する基礎コンクリートBと、この基礎コンクリートB外
側面に当接配装される発泡合成樹脂材製の緩衝材Aとを
備えているものとでき、更にはスライド支持溝2の内法
幅員を壁板材5の側縁部の肉厚に比し大きくしてあるも
のとできる。
In order to achieve the above-mentioned object, in a method for constructing a skeleton wall / retaining wall according to the present invention, a large number of support columns 1 are constructed at predetermined intervals at a place to be constructed. The lower part is buried along the direction and erected, and the side edge part is fitted into the slide support groove 2 formed along the vertical direction of the support pillar 1 itself on the side face of the support pillar 1 facing each other, and slides. Then, an appropriate number of plate-like wall plate members 5 of a predetermined thickness are stacked and constructed between the support column members 1, and further, the hessian stone members 10 are placed on the upper surface of the wall plate members 5 and the upper surface of the support column members 1, respectively. Is placed. In addition, the buried part under the support pillar 1 is
The cushioning material A made of a foamed synthetic resin material can be fixed by the base concrete B provided on the outer surface in contact with the cushioning material A. Further, the inner width of the slide support groove 2 is made larger than the thickness of the side edge portion of the wall plate member 5 so that the wall plate member 5 is
Inside the slide support groove 2 or the wall plate member 5 can be displaced toward one of the inner edge surfaces in the slide support groove 2. On the other hand, the building material body of the skeleton wall / retaining wall used directly for the implementation of the above-described building method is erected and arranged along the building direction at predetermined intervals by burying the lower part at the building place, and on the side surface A large number of support pillars 1 having slide support grooves 2 formed along the vertical direction, and plates having a predetermined thickness that are stacked by inserting side edges into the slide support grooves 2 between the support pillars 1. Suitable number of wall boards 5
And a heave stone material 10 placed on the upper surface of the wall plate member 5 and the upper surface of the support column member 1, respectively. Further, in the soil at the construction site, there are provided a foundation concrete B for fixing the lower portion of the supporting column member 1 and a cushioning material A made of a foamed synthetic resin material which is provided in contact with the outer surface of the foundation concrete B. Further, the inner width of the slide support groove 2 can be made larger than the thickness of the side edge of the wall plate 5.

【0007】以上のように構成された本発明に係る躯体
壁・擁壁の構築方法及びその躯体壁・擁壁の構築に使用
される構築材料体にあって、所定間隔で立設配列された
支持柱材1は、それら相互の対向した側面に形成してあ
るスライド支持溝2相互間で壁板材5を嵌め入れさせ、
スライド支持溝2に沿って下方にスライド案内させるこ
とで壁板材5を順次に積み上げ支持させる。壁板材5上
面、支持柱材1上面夫々に載置された笠石材10は、構
築される擁壁等の上面部を化粧装飾させる。支持柱材1
を立設状に固定するため、その下部を埋設固定する基礎
コンクリートB外側面に当接配装した緩衝材Aは、埋設
部位に生じる基礎コンクリートBへの直接の土圧等を緩
衝低減させる。壁板材5の側縁部の肉厚に比し大きくし
た内法幅員のスライド支持溝2は、これの内部で壁板材
5自体を平面から見て構築方向の内外のいずれかに傾斜
配置させて、全体として曲面的な躯体壁、擁壁を構築さ
せ、また内外のいずれかに偏位配置させることで構築後
の上下あるいは側方で壁板材5面に凹凸を形成させて変
化性を付与させる。
A method for constructing a skeleton wall / retaining wall according to the present invention and a structuring material body used for constructing the skeleton wall / retaining wall according to the present invention are arranged upright at predetermined intervals. The support column 1 allows the wall plate 5 to be fitted between the slide support grooves 2 formed on the mutually facing side surfaces,
The wall plate members 5 are sequentially stacked and supported by being guided to slide downward along the slide support grooves 2. The cap stone 10 placed on the upper surface of the wall plate member 5 and the upper surface of the support column member 1, respectively, makes the upper surface portion such as a retaining wall to be decoratively decorated. Support pillar 1
In order to fix the base material in the standing state, the cushioning material A provided in contact with the outer surface of the foundation concrete B for embedding and fixing the lower portion of the foundation concrete reduces the earth pressure or the like generated directly on the foundation concrete B at the embedding site. The slide support groove 2 having an inner width that is larger than the thickness of the side edge portion of the wall plate member 5 is arranged such that the wall plate member 5 itself is inclined inside or outside the construction direction when viewed from a plane. By constructing a skeleton wall and a retaining wall that are curved as a whole, and by displacing them inside or outside, unevenness is formed on the surface of the wall plate material 5 on the upper and lower sides or sideways after the construction, thereby imparting variability. .

【0008】[0008]

【発明の実施の形態】以下、図面を参照して本発明の実
施の形態を説明するに、図において示される符号1は、
側面に上下方向に沿うスライド支持溝2が形成されてい
る石材製、鉄筋コンクリート材製等の支持柱材であり、
この支持柱材1は擁壁、躯体壁として構築すべき設置場
所に相互に所定間隔が設定されて複数にして下部を埋設
させて構築方向に沿って立設配置されるようになってい
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described with reference to the drawings.
A support pillar made of stone, reinforced concrete, or the like having a slide support groove 2 formed along the vertical direction on the side surface,
The support pillars 1 are set at a predetermined interval from each other at installation locations to be constructed as a retaining wall and a skeleton wall, and a plurality of the support pillars 1 are buried in the lower part so as to be erected along the construction direction.

【0009】そしてこの支持柱材1は図示例のように、
構築場所で掘削した掘削穴底部に基礎となるように敷き
詰めた切込砕石S上に、支持柱材1の下部周囲に打設形
成された基礎コンクリートBによってしっかりと固定さ
れて立設維持されるようにして配置される。またこの基
礎構造において、基礎周囲における土砂等による圧潰作
用、土圧等に十分に耐えられるように発泡スチロール樹
脂、発泡ポリエチレン樹脂等の発泡合成樹脂によって形
成された所定肉厚の板状の緩衝材Aを基礎コンクリート
B外側面に当接配装することもある(図1乃至図3、図
6参照)。このとき例えば図1乃至図3に示すように段
差がある設置場所にて構築される場合において、段差状
に形成される基礎コンクリートBの高部位である埋設部
分側にのみ緩衝材Aが当接配装されるものとしたり、図
6に示すように基礎コンクリートBの前後両側面、上側
面夫々に緩衝材Aが当接配装されるものとしたりするの
である。
The supporting column 1 is, as shown in FIG.
On the cut crushed stone S laid as a foundation at the bottom of the excavation hole excavated at the construction site, it is firmly fixed by the foundation concrete B formed around the lower part of the support column 1 and is erected and maintained. It is arranged as follows. Further, in this basic structure, a plate-like cushioning material A of a predetermined thickness formed of a foamed synthetic resin such as a styrene foam resin or a foamed polyethylene resin so as to sufficiently withstand a crushing action by earth and sand around the foundation, an earth pressure and the like. May be disposed in contact with the outer surface of the foundation concrete B (see FIGS. 1 to 3 and FIG. 6). At this time, for example, in the case of being constructed in an installation place having a step as shown in FIGS. 1 to 3, the cushioning material A abuts only on the buried portion side which is a high portion of the base concrete B formed in a step shape. The cushioning material A is arranged to be disposed on the front and rear both side surfaces and the upper side surface of the foundation concrete B as shown in FIG.

【0010】スライド支持溝2は、擁壁等として構築す
るときの構築方向に沿う支持柱材1の側面に溝状に形成
されており、後述の壁板材5が例えば支持柱材1自体の
上方からスライドされて嵌め入れられるように少なくと
も支持柱材1の上部面においては開放されている。また
このスライド支持溝2は、図示例のように断面で矩形で
ある場合に限らず、蟻溝形、T字形その他の奥底部側が
開口部側に比し広幅にしたものとして壁板材5との嵌め
入れ係合状態を一層強固となるようにすることも、構築
方向に対応して支持柱材1の中心に対する中心線上に沿
うものとしたり、傾斜したものとしたりすることも可能
である。またこのスライド支持溝2は、擁壁等の構築方
向に対応した支持柱材1の側面に形成されるもので、直
線的な平面形状の擁壁等とする場合には支持柱材1の対
向側面夫々に(図7(A)参照)、平面でL字形状の擁
壁等とする場合には支持柱材1の隣接する両側面夫々に
(図7(B)参照)、平面でT字形状の擁壁等とする場
合には支持柱材1の対向側面、その隣接側面夫々に(図
7(A)参照)形成されるものである。なおこの支持柱
材1においてのスライド支持溝2は、構築される擁壁等
の最外位置に配置されるものには、1本しか形成されな
いこともある(図示せず)。
The slide support groove 2 is formed in a groove shape on the side surface of the support column 1 along the construction direction when building as a retaining wall or the like, and a wall plate 5 described later is placed above the support column 1 itself, for example. At least at the upper surface of the supporting column 1 is opened so that the supporting column 1 can be slid and fitted. The slide support groove 2 is not limited to a rectangular shape in cross section as shown in the illustrated example, but may have a dovetail groove shape, a T-shape, or the like whose width at the bottom is wider than that at the opening. It is possible to make the fitting engagement state more firm, to make it fit along the center line with respect to the center of the support column 1 or to make it inclined in accordance with the construction direction. The slide support groove 2 is formed on the side surface of the support pillar 1 corresponding to the construction direction of the retaining wall or the like. When a linear flat retaining wall or the like is formed, the slide support groove 2 faces the support pillar 1. In the case of an L-shaped retaining wall or the like on each side surface (see FIG. 7 (A)), each side surface adjacent to the supporting column 1 (see FIG. 7 (B)) is used as a T-shaped surface. When a retaining wall or the like is formed, the supporting column 1 is formed on the opposite side surface and the adjacent side surface thereof (see FIG. 7A). It should be noted that only one slide support groove 2 may be formed at the outermost position such as a retaining wall to be constructed (not shown).

【0011】またこの支持柱材1自体は図8に示すよう
に、例えば断面で矩形状の芯部1Aの対向する両側面
に、この芯部1Aの幅員に比し広い幅員を有する例えば
断面で矩形状、半円形状その他の所定形状の側部1Bを
接着剤を介して接着結合することで側部1B相互間にス
ライド支持溝2を形成するようにした接合構造のものと
することができる。こうすることで例えば端材として廃
棄される石材等を有効に活用でき、資源の無駄等を少な
くすることができる。
As shown in FIG. 8, the supporting column 1 itself has, for example, a cross section having a width larger than the width of the core 1A on both opposing side surfaces of a core 1A having a rectangular cross section. By joining the side portions 1B having a rectangular shape, a semicircular shape, or another predetermined shape with an adhesive via an adhesive, a slide structure can be formed between the side portions 1B. . By doing so, for example, stones discarded as scraps can be effectively used, and waste of resources and the like can be reduced.

【0012】更にはスライド支持溝2の内法幅員を壁板
材5の側縁部の肉厚に比し大きくしたものとして構成す
ることができ、例えば図9(A)に示すように壁板材5
をスライド支持溝2内で平面から見て構築方向の内外の
いずれかに傾斜した状態で嵌め入れることで全体構成が
曲線状を呈するものとしたり、蛇行状を呈するものとし
たりすることができるようにしてある。また図9(B)
に示すようにスライド支持溝2内でいずれか一方の内側
縁面側に壁板材5を偏位配置することで構築後の壁板材
5面が上下あるいは側方で凹凸状となるようにしてあ
る。なおいずれの場合においても、壁板材5の側縁部と
スライド支持溝2の内側縁面との空隙にはモルタル材、
パテ材、端材等が充填装入されることでスライド支持溝
2内での壁板材5のブレ、がたつき等が生じないように
しておくとよいのは勿論である。
Further, the inner width of the slide support groove 2 can be configured to be larger than the thickness of the side edge portion of the wall plate member 5. For example, as shown in FIG.
Is fitted into the slide support groove 2 in a state of being inclined either inside or outside in the construction direction when viewed from a plane, so that the entire configuration can have a curved shape or a meandering shape. It is. FIG. 9 (B)
As shown in (1), the wall plate 5 is displaced on one of the inner edge surfaces in the slide support groove 2 so that the surface of the wall plate 5 after the construction is uneven in the up and down or side directions. . In any case, the gap between the side edge of the wall plate member 5 and the inner edge surface of the slide support groove 2 is made of a mortar material.
Needless to say, it is preferable to prevent the wall plate material 5 from being shaken or rattled in the slide support groove 2 due to the filling and charging of the putty material and the scrap material.

【0013】なお支持柱材1自体は、断面でほぼ矩形状
を呈するものとして形成してあるも、必要があれば円形
状、六角形状その他の多角形状に形成することもできる
と共に、上下端に形成した継手部(図示せず)を介して
上下方向に沿って結合することで任意高さのものとして
構成できるようにしてもよいものである。
The supporting column 1 itself is formed as having a substantially rectangular cross section, but may be formed in a circular shape, a hexagonal shape or another polygonal shape if necessary. It may be configured so that it can be configured as an arbitrary height by joining along a vertical direction via a formed joint (not shown).

【0014】またこの支持柱材1相互間には、そのスラ
イド支持溝2に側縁部が嵌め入れられことで積み上げら
れる薄板状にした例えば大理石、御影石等の天然石材製
の壁板材5が配装されるものとなっている。この壁板材
5は、少なくともその側縁部の肉厚がスライド支持溝2
における内法幅員に比し大きくはない程度にしてある所
定肉厚の板状に形成されており、正面から見てほぼ矩形
状を呈するように形成される場合に限らず、図10
(A)に示すように上下側縁の少なくともいずれか一方
が円弧縁状に形成されたり、図10(B)に示すように
上下方向で配置される壁板材5相互間でクランク形状の
間隙が得られるものとしたクランク型縁状に形成された
り、図10(C)に示すように上下方向で配置される壁
板材5相互間で例えば矩形状、円形状その他の形状を呈
する窓間隙が得られるものとした山形切欠溝縁状に形成
されたりしてもよいものである。もとよりこれらの壁板
材5における上下縁形状は構築する擁壁等における化
粧、装飾性等を考慮した各種のものとすることができ
る。なお上下方に配置される壁板材5相互間に間隙が形
成される場合には、それに相当する高さを有する間隙設
定部材6が上下の壁板材5相互間のスライド支持溝2内
に挿入固定されるものである。
A wall plate 5 made of a natural stone such as marble or granite is stacked between the support pillars 1 so as to be stacked by fitting a side edge into the slide support groove 2. It is to be worn. The wall plate member 5 has at least a side edge portion having a thickness of the slide support groove 2.
It is not limited to the case where it is formed in a plate shape having a predetermined thickness which is not so large as the inner width in FIG.
As shown in FIG. 10A, at least one of the upper and lower edges is formed in an arc shape, or as shown in FIG. 10B, there is a crank-shaped gap between the wall plate members 5 arranged in the vertical direction. A window gap having, for example, a rectangular shape, a circular shape, or another shape is obtained between the wall plate members 5 formed in the shape of a crank-shaped edge obtained as shown in FIG. Alternatively, it may be formed in the shape of a mountain-shaped notch groove. Of course, the upper and lower edge shapes of these wall plate members 5 can be various shapes in consideration of makeup, decorativeness, etc. of the retaining wall or the like to be constructed. When a gap is formed between the upper and lower wall plate members 5, a gap setting member 6 having a height corresponding thereto is inserted and fixed in the slide support groove 2 between the upper and lower wall plate members 5. Is what is done.

【0015】更に支持柱材1上面、支持柱材1相互間に
積み上げ構築した壁板材5上面夫々に笠石材10が載置
されるものとなっており、この笠石材10は、一般的に
は上面が山形状に隆起形成されているも、場合によって
は平坦面状に形成されることもある。また必要があれば
底面に支持柱材1上面、壁板材5上面夫々に噛み合う嵌
め合い溝を形成することで支持柱材1、壁板材5夫々と
の載置結合を一層確実にさせるようにすることも可能で
ある。
Further, a hessian stone 10 is placed on each of the upper surfaces of the support columns 1 and the upper surfaces of the wall plate members 5 stacked and constructed between the support columns 1. The upper surface may be raised in a mountain shape, or may be formed as a flat surface in some cases. If necessary, a fitting groove is formed on the bottom surface so as to mesh with the upper surface of the support column 1 and the upper surface of the wall plate 5, so that the mounting connection with the support column 1 and the wall plate 5 can be further ensured. It is also possible.

【0016】なお支持柱材1、壁板材5、笠石材10の
いずれも、その表面が鏡面となる平坦面に加工処理され
ている場合に限らず、凹凸状のいわゆるコブ出し面とさ
れたり、バーナー仕上げ面とされたりし、また壁板材5
にあってはその片面のみあるいは両面が適当に加工処理
されるものとなっている。
It is to be noted that each of the support column material 1, the wall plate material 5, and the hessian material 10 is not limited to the case where the surface is processed into a mirror-finished flat surface, and may be formed into a so-called bumped surface having irregularities. It may be burner-finished surface and wall board material 5
In this case, only one side or both sides are appropriately processed.

【0017】次に以上のように構成された実施の形態に
おける使用の一例を説明すると、構築場所で掘削した掘
削穴底部に敷き詰めた基礎となる切込砕石Sの上に、例
えば構枠した型枠内に仮止め状にして支持柱材1を立設
配置すると共にコンクリート材を打設し、凝固させるの
であり、こうして形成した基礎コンクリートCによって
支持柱材1をしっかりと固定した状態で立設維持させて
所定間隔毎に配置する。このときの土中に構成される基
礎コンクリートC面に緩衝材Aを配装することで土圧等
を緩衝させるようにしてもよい。
Next, an example of use in the embodiment configured as described above will be described. For example, a framed mold is placed on a cut crushed stone S serving as a foundation laid on the bottom of an excavation hole excavated at a construction site. The support column 1 is erected in the frame temporarily, and the concrete is cast and solidified. The support column 1 is firmly fixed by the foundation concrete C thus formed. They are maintained and arranged at predetermined intervals. At this time, the cushioning material A may be provided on the surface of the foundation concrete C formed in the soil to buffer the earth pressure or the like.

【0018】次いで対向する支持柱材1相互間のスライ
ド支持溝2夫々の上端開放部に壁板材5の側縁部を位置
合わせして嵌め入れて下方にスライドすることで下方か
ら上方に壁板材5を順次に積み上げることで構築するの
であり、このとき上下方向に沿う壁板材5相互間に適当
な装飾間隙等を形成することもある。また更には、十分
に幅広なスライド支持溝2内で壁板材5の側縁部を平面
から見て傾斜させて全体として曲線状に構築したり、い
ずれか一方の内側縁面側に偏位配置して上下あるいは側
方で凹凸面状に構築したりする。このようにして積み上
げた壁板材5上面、支持柱材1上面夫々に笠石材10を
載置することで擁壁として完成したものとする。もとよ
りこうして積み上げ構築することで家屋等における躯体
壁とすることもでき、更には支持柱材1、壁板材5、笠
石材10等の相互間の嵌め合い面、接合面等を接着剤を
介して接着しておくことも可能である。
Next, the side edges of the wall plate 5 are aligned and fitted into the open upper ends of the respective slide support grooves 2 between the opposing support pillars 1 and slid downward, whereby the wall plate is moved upward from below. In this case, a suitable decorative gap or the like may be formed between the wall plate members 5 along the vertical direction. Still further, the side edges of the wall plate member 5 are inclined in a plan view in a sufficiently wide slide support groove 2 so as to be constructed in a curved shape as a whole, or are offset on one of the inner edge surfaces. Then, it is built up and down or sideways to form an uneven surface. It is assumed that the retaining wall is completed by placing the cap stone 10 on the upper surface of the wall plate material 5 and the upper surface of the support column material 1 thus stacked. Of course, by stacking and constructing in this way, it can be used as a skeleton wall in a house or the like, and furthermore, a fitting surface, a joining surface, etc. of the supporting column material 1, the wall plate material 5, the cap stone material 10 and the like are bonded with an adhesive. It is also possible to adhere them.

【0019】また図示を省略したが、これを一般的な住
宅用家屋の基礎部としても利用でき、例えば切込砕石S
上に支持柱材1、壁板材5によって前後で適宜間隔に設
定して相対峙させて構築併置すると共に相互の間隙内に
コンクリート材を充填し、全体として一体化させた状態
での基礎部とするのである。あるいは一方側面側では支
持柱材1、壁板材5によって積み上げ構築することで壁
体を形成し、他方側面側では例えば発泡合成樹脂材製の
壁体を構築形成して適宜間隔で相対峙させると共に相互
の間隙内にコンクリート材を充填し、全体として一体化
させた状態での基礎部とするのである。こうした基礎部
の構築に際し、支持柱材1、壁板材5によって積み上げ
構築することで形成した壁体内側面側に合成樹脂材製の
板材を配装しておくこともある。
Although not shown, it can also be used as a base of a general residential house.
The supporting column 1 and the wall plate 5 are set at appropriate intervals in the front and rear so as to be opposed to each other, and are constructed and juxtaposed. You do it. Alternatively, on one side, a wall is formed by stacking and supporting the support pillars 1 and the wall plate 5, and on the other side, a wall made of, for example, a foamed synthetic resin material is formed and opposed to each other at appropriate intervals. The concrete material is filled in the gap between each other, and the base is formed as a united state as a whole. In constructing such a foundation, a plate made of a synthetic resin material may be provided on the side surface inside the wall formed by stacking and constructing the support pillar 1 and the wall plate 5.

【0020】[0020]

【発明の効果】本発明は以上のように構成されており、
これがため例えば一般家屋、住居等の各種建築物におけ
る天然石製の外壁等の躯体壁、外構設備等における天然
石製の擁壁、更には基礎部等を構築するに際し、所定間
隔で配列される支持柱材1相互間で壁板材5を上下方向
でのスライドによって連続的に積み上げるのみで躯体
壁、擁壁等を簡単に構築施工できるのである。すなわち
構築使用される天然石自体を予め適宜肉厚の薄板状に形
成した壁板材5とし、この壁板材5を所定間隔で立設配
列した支持柱材1相互間で簡単、迅速にしかも美麗に体
裁よく更には変化性に富むものとして構築設置できると
共に、内外壁面の同時施工を可能にして工期を短縮で
き、また土中の基礎コンクリートB外側面に配装の緩衝
材Aによって土圧その他から土中に埋設した支持柱材1
の基礎部分を保護してその安定性を一層向上できるので
ある。
The present invention is configured as described above.
For this reason, for example, building frames such as natural stone outer walls in various buildings such as general houses and dwellings, natural stone retaining walls in external facilities and the like, and further supporting members arranged at predetermined intervals when constructing a foundation or the like. Only by continuously stacking the wall plate members 5 between the column members 1 by sliding in the vertical direction, the skeleton wall, the retaining wall, and the like can be easily constructed and constructed. That is, the natural stone itself to be constructed and used is a wall plate member 5 which is formed in a thin plate shape having an appropriate thickness in advance, and the wall plate members 5 are arranged easily, quickly and beautifully between the support pillars 1 arranged upright at predetermined intervals. In addition to being able to be constructed and installed as a highly variable one, the construction time can be shortened by enabling simultaneous construction of the inner and outer wall surfaces, and the cushioning material A installed on the outer surface of the foundation concrete B in the soil can reduce the earth pressure and other factors. Support pillar material 1 buried inside
The protection of the base part of the base can be further improved.

【0021】これは本発明方法において、構築場所にお
いて多数の支持柱材1を立設配列し、相互に対向する支
持柱材1の側面に形成したスライド支持溝2に嵌め入れ
スライドして、支持柱材1相互間に板状の壁板材5を積
み上げ構築するからであり、またその構築材料体におい
て、構築場所において立設配列され、側面にスライド支
持溝2が形成されている多数の支持柱材1と、支持柱材
1相互間でスライド支持溝2に嵌め入れられることで積
み上げられる壁板材5とを備えて成るものとしたからで
あり、これらによって、施工の迅速・簡素化、作業の簡
易性、工期の短縮化、良好な体裁性等を図ることができ
る。
According to the method of the present invention, a large number of support columns 1 are erected and arranged at a construction site, and are inserted into slide support grooves 2 formed on the side surfaces of the support columns 1 opposed to each other, and are slid. This is because the plate-like wall plate members 5 are stacked and constructed between the column members 1, and a large number of support columns in the construction material body, which are erected and arranged at the construction site and have the slide support grooves 2 formed on the side surfaces. This is because it is provided with a wall 1 and a wall plate 5 that is stacked by being fitted into the slide support groove 2 between the support pillars 1, thereby providing quick and simple construction and reducing work. It is possible to achieve simplicity, shortened construction period, good appearance, and the like.

【0022】また構築すべき場所でその構築方向に沿っ
て所定間隔で多数の支持柱材1を立設配列し、しかもこ
れらの支持柱材1相互間ではそれらの対向した側面にス
ライド支持溝2を形成してあるから、スライド支持溝2
の上方開放端に位置合わせして壁板材5の側縁部を上方
から嵌め入れスライドすることで簡単、迅速に壁板材5
を支持柱材1相互間に適数段で積み上げ構築することが
できる。このとき壁板材5自体は所定肉厚の板状に形成
してあるから、軽量化されたものとなって取扱いが容易
で非力な作業者でも簡単に施工できるばかりでなく、両
面の同時施行をも可能にし、その表面の装飾性を活用し
た体裁のよい、美麗な躯体壁、擁壁等とすることができ
る。
A large number of support columns 1 are erected and arranged at predetermined intervals along the construction direction at the place to be constructed, and a slide support groove 2 is provided between these support columns 1 on their opposing side surfaces. Is formed, the slide support groove 2
By simply inserting the side edge of the wall plate 5 from above and sliding it in alignment with the upper open end of the wall plate 5, the wall plate 5 can be easily and quickly moved.
Can be built up between the support pillars 1 in an appropriate number of stages. At this time, the wall plate material 5 itself is formed in a plate shape having a predetermined thickness, so that it is reduced in weight so that it is easy to handle and can be easily constructed even by a low-powered worker. It is also possible to provide a beautifully structured frame wall, retaining wall, etc. utilizing the decorative property of the surface.

【0023】更に壁板材5上面、支持柱材1上面夫々に
笠石材10を載置するから、擁壁等として構築された後
では全体として化粧性、装飾性に富む等の体裁を良好な
ものとでき、またそれ自身の重量によって壁板材5、支
持柱材1等を押圧固定しておくことができる。
Further, since the cap stone 10 is placed on the upper surface of the wall plate 5 and the upper surface of the support pillar 1, respectively, after being constructed as a retaining wall or the like, the appearance as a whole is rich in decorativeness and decorativeness. Further, the wall plate member 5, the supporting column member 1 and the like can be pressed and fixed by their own weight.

【0024】支持柱材1下部の埋設部分は、発泡合成樹
脂材製の緩衝材Aを外側面に当接配装した基礎コンクリ
ートBによって固定するから、埋設部分でしっかりと立
設状に支持されると共に緩衝材A自体は非圧縮性のもの
であるために土圧を十分に支持でき、埋設部位に生じる
基礎コンクリートBへの直接の土圧等を緩衝低減して堅
牢強固な基礎部を形成できるのである。
The buried portion below the support column 1 is fixed by the base concrete B having the cushioning material A made of a foamed synthetic resin material abutted on the outer surface, so that the buried portion is firmly supported in an upright state. In addition, since the cushioning material A itself is incompressible, it can sufficiently support the earth pressure, and reduces the buffering of the direct earth pressure and the like on the foundation concrete B generated at the buried portion to form a strong solid foundation. You can.

【0025】また壁板材5の側縁部の肉厚に比しスライ
ド支持溝2の内法幅員を大きくしてあるから、このスラ
イド支持溝2の内部で壁板材5自体を平面から見て構築
方向の内外のいずれかに傾斜させて配置することで全体
として曲面的な躯体壁、擁壁を構築でき、また構築する
内外方向のいずれかの内側縁面側に偏位配置することで
構築後の上下方あるいは側方で壁板材5面に凹凸を形成
して全体としての種々な変化性を付与でき、しかもこの
凹凸によって施工上で生じる誤差を目立たなくすること
も可能である。
Further, since the inner width of the slide support groove 2 is made larger than the thickness of the side edge of the wall plate member 5, the wall plate member 5 itself is constructed inside the slide support groove 2 as viewed from a plane. By arranging it inclining either inside or outside of the direction, it is possible to construct a curved skeleton wall or retaining wall as a whole, and after building by eccentrically arranging it on either the inside edge side in the inside or outside direction to be built Irregularities can be formed on the surface of the wall plate material 5 on the upper and lower sides or on the sides to impart various variability as a whole, and errors caused in the construction due to the irregularities can be made inconspicuous.

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

【図1】本発明の擁壁とした場合の第1の実施の形態に
おける一部を省略した分解斜視図である。
FIG. 1 is an exploded perspective view of a first embodiment in which a retaining wall according to the present invention is used, with a part thereof omitted.

【図2】同じく一部を省略した縦断面図である。FIG. 2 is a longitudinal sectional view partially omitted.

【図3】同じく図2におけるX−X線断面図である。FIG. 3 is a sectional view taken along line XX in FIG. 2;

【図4】同じく図2におけるY−Y線断面図である。FIG. 4 is a sectional view taken along line YY in FIG. 2;

【図5】同じく第2の実施の形態における縦断面図であ
る。
FIG. 5 is a longitudinal sectional view of the second embodiment.

【図6】同じく第3の実施の形態における縦断面図であ
る。
FIG. 6 is a longitudinal sectional view of the third embodiment.

【図7】(A)、(B)、(C)夫々は支持柱材の断面
図である。
FIGS. 7A, 7B, and 7C are cross-sectional views of a support pillar.

【図8】支持柱材の他例における分解断面図である。FIG. 8 is an exploded cross-sectional view of another example of the supporting column member.

【図9】(A)は構築方向に対して壁板材を平面から見
て傾斜配置した場合の、(B)は構築方向の内外のいず
れかに壁板材を偏位配置した場合の夫々の要部の断面図
である。
9A is a diagram illustrating a case where a wall plate material is arranged obliquely with respect to a construction direction when viewed from a plane, and FIG. 9B is a diagram illustrating a case where a wall plate material is eccentrically arranged either inside or outside the construction direction. It is sectional drawing of a part.

【図10】(A)、(B)、(C)夫々は擁壁の構成例
における一部の斜視図である。
FIGS. 10A, 10B, and 10C are partial perspective views of a configuration example of a retaining wall.

【符号の説明】[Explanation of symbols]

A…緩衝材 B…基礎コンク
リート S…切込砕石 1…支持柱材 1…芯部 1B…側部 2…スライド支
持溝 5…壁板材 6…間隙設定部
材 10…笠石材
A: cushioning material B: base concrete S: crushed crushed stone 1: supporting column material 1: core 1B: side portion 2: sliding support groove 5: wall plate material 6: gap setting member 10: cap stone material

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI E02D 29/02 306 E02D 29/02 306 ──────────────────────────────────────────────────続 き Continued on front page (51) Int.Cl. 6 Identification code FI E02D 29/02 306 E02D 29/02 306

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 構築すべき場所において所定間隔で多数
の支持柱材を構築方向に沿って下部を埋設させて立設配
列し、相互に対向する支持柱材の側面に支持柱材自体の
上下方向に沿って形成したスライド支持溝に側縁部を嵌
め入れスライドして、支持柱材相互間に適数の所定肉厚
の板状の壁板材を積み上げ構築することを特徴とした躯
体壁・擁壁の構築方法。
At a place to be constructed, a large number of support pillars are erected at predetermined intervals with a lower part buried in a construction direction, and are vertically arranged on the side faces of the support pillars facing each other. The side wall is inserted into the slide support groove formed along the direction and slid, and a suitable number of predetermined thickness plate-like wall plate members are stacked between the support pillar members to construct a skeleton wall. How to build a retaining wall.
【請求項2】 請求項1記載の構築方法において、壁板
材上面、支持柱材上面夫々に笠石材を載置することを特
徴とした躯体壁・擁壁の構築方法。
2. The method according to claim 1, further comprising the step of placing a head stone on the upper surface of the wall plate and an upper surface of the supporting column.
【請求項3】 支持柱材下部の埋設部分は、発泡合成樹
脂材製の緩衝材を外側面に当接配装した基礎コンクリー
トによって固定する請求項1または2記載の躯体壁・擁
壁の構築方法。
3. Construction of a skeleton wall / retaining wall according to claim 1 or 2, wherein the buried portion below the supporting column material is fixed by a foundation concrete in which a cushioning material made of a foamed synthetic resin material is abutted and arranged on the outer surface. Method.
【請求項4】 スライド支持溝の内法幅員を壁板材の側
縁部の肉厚に比し大きくしておき、壁板材をスライド支
持溝内で平面から見て傾斜したり、スライド支持溝内で
いずれか一方の内側縁面側に壁板材を偏位配置したりす
る請求項1乃至3のいずれか記載の躯体壁・擁壁の構築
方法。
4. The inner width of the slide support groove is made larger than the thickness of the side edge portion of the wall plate material, and the wall plate material is inclined in the slide support groove when viewed from a plane, or the inside of the slide support groove is inclined. The method for constructing a skeleton wall / retaining wall according to any one of claims 1 to 3, wherein the wall plate member is displaced and arranged on one of the inner edge surfaces.
【請求項5】 構築場所において下部が埋設されること
で所定間隔で構築方向に沿って立設配列され、側面に上
下方向に沿ってスライド支持溝が形成されている多数の
支持柱材と、支持柱材相互間でスライド支持溝に側縁部
が嵌め入れられることで積み上げられる所定肉厚の板状
の適数の壁板材とを備えて成ることを特徴とする躯体壁
・擁壁の構築に使用される構築材料体。
5. A large number of support pillars which are erected at predetermined intervals along a construction direction by being buried in a lower part at a construction location, and have slide support grooves formed on a side surface in a vertical direction; Construction of a skeleton wall / retaining wall, comprising: a predetermined number of wall-shaped plate members having a predetermined thickness, which are stacked by fitting a side edge portion into a slide support groove between support column members. Construction material body used for.
【請求項6】 請求項5記載の構築材料体において、壁
板材上面、支持柱材上面夫々に載置される笠石材を備え
て成ることを特徴とする躯体壁・擁壁の構築に使用され
る構築材料体。
6. The construction material body according to claim 5, wherein the construction material body is provided with a hessian stone material placed on the upper surface of the wall plate material and the upper surface of the support pillar material, respectively. Building material body.
【請求項7】 構築場所の土中には、支持柱材の下部を
固定する基礎コンクリートと、この基礎コンクリート外
側面に当接配装される発泡合成樹脂材製の緩衝材とを備
えている請求項5または6記載の躯体壁・擁壁の構築に
使用される構築材料体。
7. In the soil at the construction site, there is provided a foundation concrete for fixing a lower portion of the supporting column member, and a cushioning material made of a foamed synthetic resin material abutting and disposed on the outer surface of the foundation concrete. A construction material used for constructing a skeleton wall / retaining wall according to claim 5 or 6.
【請求項8】 スライド支持溝の内法幅員を壁板材の側
縁部の肉厚に比し大きくしてある請求項5乃至7のいず
れか記載の躯体壁・擁壁の構築に使用される構築材料
体。
8. The construction of a skeleton wall / retaining wall according to claim 5, wherein the inner width of the slide support groove is larger than the thickness of the side edge of the wall plate material. Building material body.
JP34219297A 1997-11-27 1997-11-27 Skeleton wall and retaining wall construction method and material Pending JPH11159030A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34219297A JPH11159030A (en) 1997-11-27 1997-11-27 Skeleton wall and retaining wall construction method and material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34219297A JPH11159030A (en) 1997-11-27 1997-11-27 Skeleton wall and retaining wall construction method and material

Publications (1)

Publication Number Publication Date
JPH11159030A true JPH11159030A (en) 1999-06-15

Family

ID=18351837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34219297A Pending JPH11159030A (en) 1997-11-27 1997-11-27 Skeleton wall and retaining wall construction method and material

Country Status (1)

Country Link
JP (1) JPH11159030A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100467234B1 (en) * 2001-12-21 2005-01-24 주식회사 포스코 Retaining wall and its construction method of steel panel
CN102518254A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof
CN102518257A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced L-shaped section concrete column and making method
CN102518256A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced Z-shaped section concrete column and making method
CN102518260A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced T-shaped section concrete column and making method
CN102518255A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent and shaped reinforcement cross-shaped section concrete column and manufacturing method thereof
CN102758526A (en) * 2012-07-03 2012-10-31 湖北省输变电工程公司 Industrial prefabricated assembly type enclosing wall construction technology
CN104563156A (en) * 2014-12-25 2015-04-29 贵州省交通规划勘察设计研究院股份有限公司 Construction equipment for retaining walls
CN112983121A (en) * 2021-03-03 2021-06-18 江西省国利建设集团有限公司 Assembly type building construction method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100467234B1 (en) * 2001-12-21 2005-01-24 주식회사 포스코 Retaining wall and its construction method of steel panel
CN102518254A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof
CN102518257A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced L-shaped section concrete column and making method
CN102518256A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced Z-shaped section concrete column and making method
CN102518260A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent reinforced T-shaped section concrete column and making method
CN102518255A (en) * 2011-12-26 2012-06-27 北京工业大学 Steel wire mesh bent and shaped reinforcement cross-shaped section concrete column and manufacturing method thereof
CN102758526A (en) * 2012-07-03 2012-10-31 湖北省输变电工程公司 Industrial prefabricated assembly type enclosing wall construction technology
CN104563156A (en) * 2014-12-25 2015-04-29 贵州省交通规划勘察设计研究院股份有限公司 Construction equipment for retaining walls
CN112983121A (en) * 2021-03-03 2021-06-18 江西省国利建设集团有限公司 Assembly type building construction method

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