JPH0519386Y2 - - Google Patents

Info

Publication number
JPH0519386Y2
JPH0519386Y2 JP11154088U JP11154088U JPH0519386Y2 JP H0519386 Y2 JPH0519386 Y2 JP H0519386Y2 JP 11154088 U JP11154088 U JP 11154088U JP 11154088 U JP11154088 U JP 11154088U JP H0519386 Y2 JPH0519386 Y2 JP H0519386Y2
Authority
JP
Japan
Prior art keywords
base material
installation plate
pile
mortar
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP11154088U
Other languages
Japanese (ja)
Other versions
JPH0233843U (en
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 filed Critical
Priority to JP11154088U priority Critical patent/JPH0519386Y2/ja
Publication of JPH0233843U publication Critical patent/JPH0233843U/ja
Application granted granted Critical
Publication of JPH0519386Y2 publication Critical patent/JPH0519386Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は建造物の基礎工事を行う場合に、基礎
部材を水平状態に据付けるために、地盤等の上に
載せられる基礎工事用据付板に関するものであ
る。
[Detailed description of the invention] [Industrial application field] This invention is an installation plate for foundation work that can be placed on the ground etc. in order to install foundation members in a horizontal state when performing foundation work for a building. It is related to.

[従来技術及び考案が解決しようとする課題] 建造物の基礎工事としては、地盤上に敷き詰め
られたモルタル上にプレキヤスト基礎と呼ばれる
基礎部材を所定高さに、かつ水平状態に据付ける
ために、予めそのモルタル上に平板状の据付板を
載せ、その据付板上に前記基礎部材を載置固定す
るようにしたものがある。この基礎工事では据付
板をモルタル上に水平に載せる必要があるが、据
付板自身にはその水平度を表示する機構が備えら
れていない。そのため、従来は同据付板上にこれ
とは別体の水準器を載置し、これによつて据付板
の複数個所での傾き具合を確認し、その据付板が
水平となるようハンマ等で叩いて傾きを修正して
いた。
[Prior art and problems to be solved by the invention] In the foundation work of a building, in order to install a foundation member called a precast foundation on mortar spread on the ground at a predetermined height and in a horizontal state, There is one in which a flat installation plate is placed on the mortar in advance, and the foundation member is placed and fixed on the installation plate. In this foundation work, it is necessary to place the installation plate horizontally on the mortar, but the installation plate itself is not equipped with a mechanism to display its levelness. Therefore, in the past, a separate spirit level was placed on the same installation plate, and this was used to check the inclination of the installation plate at multiple points, and then a hammer etc. was used to make sure that the installation plate was level. I was hitting it to correct the tilt.

従つて、据付板をモルタル上に載せる度毎に水
準器を準備してその据付板が水平となるように調
節しなければならないばかりか、その調節作業を
据付板の複数個所で行わなければならないという
問題があつた。また、水準器の使用後にはこれを
片付けなければならず、面倒であるという問題も
あつた。
Therefore, each time the mounting plate is placed on the mortar, it is not only necessary to prepare a spirit level and adjust the mounting plate so that it is level, but also to perform the adjustment work at multiple locations on the mounting plate. There was a problem. Another problem was that the spirit level had to be cleaned up after use, which was troublesome.

本考案の目的は、地盤に打ち込まれた高さ調整
用の杭に基づいて所定高さに据付けることができ
るばかりでなく、水準器を別途準備したり片付け
たりすることなく、自身の水平度を容易に視認す
ることができる基礎工事用据付板を提供すること
にある。
The purpose of this invention is to not only be able to install it at a predetermined height based on height adjustment stakes driven into the ground, but also to be able to adjust its own levelness without having to separately prepare or clean up a spirit level. An object of the present invention is to provide an installation plate for foundation construction that allows easy visual recognition of the construction.

[課題を解決するための手段] そこで、前記目的を達成するため本考案は、板
状をなす基材に、地盤に打ち込まれた高さ調整用
の杭が挿入される杭挿通孔を設け、前記基材の上
面を平らに形成するとともに、同上面における杭
挿通孔の周囲には液体を収容可能な環状の収容溝
を形成した基礎工事用据付板をその要旨とする。
[Means for solving the problem] Therefore, in order to achieve the above object, the present invention provides a plate-shaped base material with a pile insertion hole into which a height adjustment pile driven into the ground is inserted, The gist is a foundation construction installation plate in which the upper surface of the base material is formed flat, and an annular storage groove capable of storing liquid is formed around the pile insertion hole on the upper surface.

[作用] 地盤に打ち込まれた杭が杭挿通孔に挿入するよ
うに据付板を地盤等の上に載せ、その杭の上端面
に据付板の上面を合わせて同据付板を所定高さに
調整する。そして、収容溝及び凹部内に液体を入
れて収容溝内における液体の液面と基材の上面と
を目視する。このとき、液体の特性として液面は
常に水平となる。また、基材の上面が平らに形成
されている。このため、基材が地盤等に対し水平
に載せられていれば、同基材の上面からの液面の
距離が収容溝のどの部位においても同一となる。
また、基材が地盤等に対し水平に載せられていな
ければ、つまり基材が傾いていれば、基材の上面
からの液面の距離が収容溝の部位によつて異な
る。従つて、基材上面からの液面の距離を見るこ
とで、基材の傾きを把握することが可能となる。
[Operation] Place the installation plate on the ground, etc. so that the pile driven into the ground is inserted into the pile insertion hole, align the top surface of the installation plate with the top end of the pile, and adjust the installation plate to the specified height. do. Then, the liquid is poured into the storage groove and the recess, and the liquid level in the storage groove and the upper surface of the base material are visually observed. At this time, the liquid level is always horizontal due to the characteristics of the liquid. Further, the upper surface of the base material is formed flat. Therefore, if the base material is placed horizontally on the ground or the like, the distance of the liquid level from the top surface of the base material will be the same at any part of the storage groove.
Furthermore, if the base material is not placed horizontally on the ground or the like, that is, if the base material is tilted, the distance of the liquid level from the top surface of the base material will vary depending on the location of the storage groove. Therefore, by looking at the distance of the liquid level from the top surface of the base material, it is possible to grasp the inclination of the base material.

[実施例] 以下、本考案を具体化した一実施例を図面に基
づいて説明する。
[Example] Hereinafter, an example embodying the present invention will be described based on the drawings.

第1図に示すように、本実施例の据付板を構成
する基材1はコンクリートによりほぼ正四角板状
に形成され、その基材1内には図示しない複数本
の鉄筋が埋設されている。基材1の上面1aは平
らに形成されている。前記基材1の対向する側面
1c中央部分には一対の切欠き2が形成されてお
り、本実施例の基材1を吊上げたり据付けたりす
る際に、この切欠き2に吊具、手等を入れること
ができるようになつている。
As shown in FIG. 1, a base material 1 constituting the installation plate of this embodiment is formed of concrete into a substantially square plate shape, and a plurality of reinforcing bars (not shown) are buried within the base material 1. . The upper surface 1a of the base material 1 is formed flat. A pair of notches 2 are formed in the center of the opposing sides 1c of the base material 1, and when lifting or installing the base material 1 of this embodiment, a lifting tool, a hand, etc. It is now possible to insert

後記するプレキヤスト基礎部材P等が載置され
る基材1の上面1aにおける各コーナ部には、第
2,7図に示すような平面V字形で、かつ断面V
字状をなす一対の溝3が埋設されている。本実施
例ではこれら一対の溝3は、一方の溝3の頂部3
aが他方の溝3の頂部3aと近接するように形成
されている。そのため、基材1上の適性位置にプ
レキヤスト基礎部材P等が載置されていないとき
に、これらの溝3にバールB等を当てて、同プレ
キヤスト基礎部材P等を適性位置にずらすことが
可能となつている。
Each corner of the upper surface 1a of the base material 1 on which a precast foundation member P etc. to be described later is placed has a V-shape in plan view and a V-shaped cross section as shown in FIGS. 2 and 7.
A pair of grooves 3 having a letter shape are buried therein. In this embodiment, these pair of grooves 3 are arranged at the top 3 of one groove 3.
a is formed so as to be close to the top 3a of the other groove 3. Therefore, when the precast foundation member P, etc. is not placed at the appropriate position on the base material 1, it is possible to shift the precast foundation member P, etc. to the appropriate position by applying a crowbar B, etc. to these grooves 3. It is becoming.

第1図に示すように、前記基材1の中央部には
下面1b側ほど拡径する杭挿通孔4が貫設されて
いる。この杭挿通孔4は第9図に示すように、基
材1の高さを決めるために地盤Gに打ち込まれた
高さ調整用の杭9が挿入される大きさに形成され
ている。
As shown in FIG. 1, a pile insertion hole 4 is provided in the center of the base material 1, the diameter of which increases toward the lower surface 1b. As shown in FIG. 9, this pile insertion hole 4 is formed in a size into which a height adjustment pile 9 driven into the ground G to determine the height of the base material 1 is inserted.

また、第1,6図に示すように、前記基材1の
上面1aにおいて杭挿通孔4の周囲には、液体と
しての水Lを入れることが可能な収容溝5が設け
られている。この収容溝5は4つの辺部5aから
構成され、全体としてほぼ正四角環状をなしてい
る。そして、第2図に示すように基材1の上面1
aには、前記収容溝5に連通する四つの凹部6が
設けられている。各凹部6は、収容溝5の互いに
隣接する辺部5a間のコーナ部5bから、前記基
材1の各側面1c,1dの中央部分に向けて直線
状に延出している。従つて、前記の四つの凹部6
は、収容溝5を中心として等角度(90°)毎に設
けられていることになる。そのため、杭挿通孔4
の中心Oを通る面X,Yを想定した場合に、同面
X,Yに対し、収容溝5及び凹部6は線対称とな
つている。なお、これらの凹部6は収容溝5と同
一深さに形成され、その収容溝5内の水Lが流入
及び流出可能となつている。
Further, as shown in FIGS. 1 and 6, on the upper surface 1a of the base material 1, around the pile insertion hole 4, a storage groove 5 into which water L as a liquid can be inserted is provided. This housing groove 5 is composed of four side portions 5a, and has an approximately regular square ring shape as a whole. Then, as shown in FIG. 2, the upper surface 1 of the base material 1 is
A is provided with four recesses 6 that communicate with the housing groove 5. Each recess 6 extends linearly from a corner 5b between adjacent sides 5a of the housing groove 5 toward the center of each side surface 1c, 1d of the base material 1. Therefore, the four recesses 6
are provided at equal angles (90°) with the accommodation groove 5 as the center. Therefore, the pile insertion hole 4
Assuming planes X and Y passing through the center O of , the accommodation groove 5 and the recess 6 are line symmetrical with respect to the same planes X and Y. Note that these recesses 6 are formed to have the same depth as the accommodation groove 5, and the water L in the accommodation groove 5 can flow in and out.

第5図に示すように基材1の下面1bにおい
て、前記切欠き2が形成された側面1cと異なる
側面1dからは、4本の係止溝8が対向する側面
1dに向かつて互いに平行状態で延びており、地
盤G上に敷き詰められたモルタルM等の上に基材
1を載せたときに、そのモルタルM等が入り込む
ことが可能となつている。
As shown in FIG. 5, on the lower surface 1b of the base material 1, from a side surface 1d different from the side surface 1c on which the notch 2 is formed, four locking grooves 8 are arranged parallel to each other toward the opposing side surface 1d. When the base material 1 is placed on the mortar M etc. spread on the ground G, the mortar M etc. can enter.

なお、第3図は前記のように構成された据付板
Aの右側面を示すものであるが、左側面も同一形
状に形成されている。また、第4図は据付板Aの
正面を示すものであるが、背面も同一形状に形成
されている。
Although FIG. 3 shows the right side of the installation plate A constructed as described above, the left side is also formed in the same shape. Further, although FIG. 4 shows the front side of the installation plate A, the back side is also formed in the same shape.

次に、本実施例の据付板Aを用いて基礎工事を
行う際の作用及び効果を説明する。
Next, the operation and effect when performing foundation work using the installation plate A of this embodiment will be explained.

まず、第8図に示すように、工事現場において
地盤Gの上にモルタルMを敷き詰め、所定の個所
に高さ調整用の杭9を打付ける。この杭9は上端
部外周に雄ねじ10aが螺刻された杭本体10
と、その雄ねじ10aに螺合されたナツト11と
から構成されており、同ナツト11の上端面が基
準高さとなる。そのため、前記杭9を打付けた
後、ナツト11をスパナ13で回転させて基準高
さを決める。この基準高さを決める作業は、スパ
ナ13上に表示された目盛り12を見ることによ
り容易に行うことができる。
First, as shown in FIG. 8, mortar M is spread on the ground G at a construction site, and height adjustment piles 9 are driven into predetermined locations. This pile 9 has a pile main body 10 having a male screw 10a screwed on the outer periphery of the upper end.
and a nut 11 screwed onto the male thread 10a, and the upper end surface of the nut 11 is the reference height. Therefore, after driving the pile 9, the nut 11 is rotated with a spanner 13 to determine the reference height. This work of determining the reference height can be easily done by looking at the scale 12 displayed on the spanner 13.

前記杭9の高さを決めたところで、ナツト11
からスパナ13を外す。このときには、モルタル
Mからナツト11部分が突出している。続いて、
杭9のナツト11が杭挿通孔4のほぼ中央部分に
位置するように据付板AをモルタルM上に載せ
る。そして、据付板Aを構成する基材1の上面1
aを木槌等で叩いて、同上面1aと前記ナツト1
1の上端面とほぼ面一にして据付板Aの高さを決
める。
After determining the height of the pile 9, the nut 11
Remove spanner 13 from. At this time, the nut 11 portion protrudes from the mortar M. continue,
The installation plate A is placed on the mortar M so that the nut 11 of the pile 9 is located approximately at the center of the pile insertion hole 4. Then, the upper surface 1 of the base material 1 constituting the installation plate A
Hit a with a mallet or the like to make the upper surface 1a and the nut 1
Determine the height of the installation plate A so that it is almost flush with the upper end surface of the mounting plate A.

次に、収容溝5及び凹部6に水Lを注入する。
このとき、例えば第6図に示すように据付板Aが
傾いて水平面Cに対してその右側部分が左側部分
よりも低くなつている場合には、前記水Lが左側
部分から右側部分へと向かつて流動する。そこ
で、収容溝5及び凹部6内における水Lの水面と
据付板Aの上面1aとを目視する。このとき、水
Lの特定として水面は常に水平となる。また、据
付板Aの上面1aが平らに形成されている。この
ため、据付板AがモルタルMに対し水平に載せら
れていれば、上面1aからの水面の距離が収容溝
5及び凹部6のどの部位においても同一となる。
また、据付板AがモルタルMに対し水平に載せら
れていなければ、つまり据付板Aが傾いていれ
ば、上面1aからの水面の距離が収容溝5及び凹
部6の部位によつて異なる。従つて、上面1aか
らの水面の距離を見ることで、据付板Aの傾きを
把握することが可能となる。そこで、据付板Aの
上面1aからの水面の距離が、収容溝5及び凹部
6のどの部位においても同一となる据付板Aの左
側部分を木槌等で叩いて据付板Aの水平度を調節
する。これらの左右方向の水平度を調節した後、
同方向と直交する方向についても前記と同様にし
て水平度を調節する。
Next, water L is poured into the accommodation groove 5 and the recess 6 .
At this time, for example, if the installation plate A is tilted and its right side is lower than its left side with respect to the horizontal plane C as shown in Fig. 6, the water L will flow from the left side to the right side. Then, the water surface of the water L in the receiving groove 5 and the recessed portion 6 and the upper surface 1a of the installation plate A are visually observed. At this time, the water surface of the water L is always horizontal. Also, the upper surface 1a of the installation plate A is formed flat. Therefore, if the installation plate A is placed horizontally on the mortar M, the distance from the upper surface 1a to the water surface will be the same at any part of the receiving groove 5 and the recessed portion 6.
Furthermore, if the mounting plate A is not placed horizontally on the mortar M, that is, if the mounting plate A is tilted, the distance from the top surface 1a to the water surface will differ depending on the location of the accommodation groove 5 and the recessed portion 6. Therefore, it is possible to grasp the inclination of the mounting plate A by looking at the distance of the water surface from the top surface 1a. Therefore, the horizontality of the mounting plate A is adjusted by hitting the left side portion of the mounting plate A with a mallet or the like, where the distance of the water surface from the top surface 1a of the mounting plate A is the same in all locations of the accommodation groove 5 and the recessed portion 6. After adjusting the horizontality in these left and right directions,
The horizontality in the direction perpendicular to the above direction is also adjusted in the same manner as above.

本実施例では収容溝5を四角環状に形成し、そ
の各コーナ部5bから据付板を構成する基材1の
各側面1c,1dに向かつて延びる凹部6を設け
たので、これら収容溝5及び凹部6内に水Lを注
入するだけで、左右方向及びこれと直交する方向
に対して一度に据付板Aの傾き具合を見ることが
できる。そのため、従来とは異なり水準器を準備
したり、これを据付板Aの複数個所に置いたりす
るといつた面倒が作業が不要となる。また、据付
板Aを載置した後に水準器を片付ける必要もな
い。
In this embodiment, the accommodation groove 5 is formed into a rectangular ring shape, and a recess 6 is provided extending from each corner portion 5b toward each side surface 1c, 1d of the base material 1 constituting the installation plate. By simply injecting water L into the recess 6, the inclination of the installation plate A can be seen at once in the left-right direction and in the direction perpendicular thereto. Therefore, unlike the conventional method, the troublesome work of preparing a spirit level and placing it at multiple locations on the installation plate A is no longer necessary. Further, there is no need to put away the spirit level after mounting the installation plate A.

このようにして、据付板Aを所定高さにすると
ともに水平状態にし、据付板Aの下部のモルタル
Mが硬化したところで、第9図に示すように、そ
の基材1の上面1aにプレキヤスト基礎部材Pを
載置する。このとき、プレキヤスト基礎部材Pが
基材1の上面1aの適性な位置に載つていない場
合には第7図に示すように、溝3にバールBを当
て、これによりプレキヤスト基礎部材Pを適性位
置に移動させることができる。そして、プレキヤ
スト基礎部材Pに取着されたボルト14を回動さ
せて、同プレキヤスト部材Pの高さを調節する。
In this way, the installation plate A is brought to a predetermined height and in a horizontal state, and when the mortar M at the bottom of the installation plate A has hardened, a precast foundation is placed on the upper surface 1a of the base material 1, as shown in FIG. Place the member P. At this time, if the precast foundation member P is not placed on the upper surface 1a of the base material 1 in an appropriate position, a crowbar B is applied to the groove 3 as shown in FIG. can be moved to position. Then, the height of the precast base member P is adjusted by rotating the bolt 14 attached to the precast base member P.

ところで、据付板Aの基材1の下面1bには係
止溝8が形成されているので、同据付板Aをモル
タルM上に載せたときに、この係止溝8内にモル
タルMが入り込む。そのため、モルタルMが硬化
した後に据付板Aの水平方向への移動が規制さ
れ、同据付板Aがずれることがない。
By the way, since a locking groove 8 is formed on the lower surface 1b of the base material 1 of the installation plate A, when the installation plate A is placed on the mortar M, the mortar M enters into the locking groove 8. . Therefore, after the mortar M has hardened, movement of the installation plate A in the horizontal direction is restricted, and the installation plate A does not shift.

なお、本考案は前記実施例の構成に限定される
ものではなく、例えば以下のように考案の趣旨か
ら逸脱しない範囲で任意に変更して具体化するこ
とができる。
It should be noted that the present invention is not limited to the configuration of the above-mentioned embodiments, and can be modified and embodied as desired without departing from the spirit of the invention, for example, as described below.

(1) 前記実施例では基材1を四角板状に形成した
が、これを円板状、六角板状等の任意の形をな
す平板状に形成してもよい。
(1) In the above embodiment, the base material 1 is formed into a square plate shape, but it may be formed into a flat plate shape having any shape such as a disk shape or a hexagonal plate shape.

(2) 収容溝5は環状であればその形状に限定を受
けず、例えば円環状、正六角環状等の正多角環
状に変更してもよい。
(2) The shape of the housing groove 5 is not limited as long as it is annular, and may be changed to, for example, a circular ring shape, a regular polygonal ring shape, such as a regular hexagonal ring shape.

(3) 凹部6の形状は前記実施例のものに限定され
ず、適宜変更できる。また、凹部6を省略した
り、同凹部6の数を四つ以外に変更してもよ
い。
(3) The shape of the recess 6 is not limited to that of the embodiment described above, and can be changed as appropriate. Furthermore, the recesses 6 may be omitted or the number of recesses 6 may be changed to other than four.

[考案の効果] 以上詳述したように、本考案の据付板は地盤に
打ち込まれた高さ調整用の杭に基づいて所定高さ
に据付けることができるばかりでなく、水準器を
別途準備したり片付けたりすることなく、据付板
の水平度を容易に視認することができるという効
果を奏する。
[Effects of the invention] As detailed above, the installation plate of the invention not only can be installed at a predetermined height based on the height adjustment stakes driven into the ground, but also requires the separate preparation of a spirit level. This has the effect that the levelness of the installation plate can be easily checked visually without having to clean up or clean up.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案を具体化した一実施例を示し、第
1図は斜視図、第2図は平面図、第3図は右側面
図、第4図は正面図、第5図は底面図、第6図は
据付板をモルタル上に載置した状態を示す断面
図、第7図は第2図の−線方向の拡大断面
図、第8,9図は据付板を用いて基礎工事を行う
状態を示し、第8図は地盤に杭を打ち込んだ状態
を示す断面図、第9図は据付板上にプレキヤスト
基礎部材を載置した状態を示す断面図である。 1……基材、1a……上面、4……杭挿通孔、
5……収容溝、6……凹部、9……杭、G……地
盤、L……液体としての水。
The drawings show an embodiment embodying the present invention, in which Fig. 1 is a perspective view, Fig. 2 is a plan view, Fig. 3 is a right side view, Fig. 4 is a front view, and Fig. 5 is a bottom view. Figure 6 is a sectional view showing the installation plate placed on mortar, Figure 7 is an enlarged sectional view in the - line direction of Figure 2, and Figures 8 and 9 are for foundation work using the installation plate. Fig. 8 is a sectional view showing the state in which the piles are driven into the ground, and Fig. 9 is a sectional view showing the state in which the precast foundation member is placed on the installation plate. 1...Base material, 1a...Top surface, 4...Pile insertion hole,
5...accommodating trench, 6...recess, 9...pile, G...ground, L...water as liquid.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 板状をなす基材1に、地盤Gに打ち込まれた高
さ調整用の杭9が挿入される杭挿通孔4を設け、
前記基材1の上面1aを平らに形成するととも
に、同上面1aにおける杭挿通孔4の周囲には液
体Lを収容可能な環状の収容溝5を形成したこと
を特徴とする基礎工事用据付板。
A pile insertion hole 4 into which a height adjustment pile 9 driven into the ground G is inserted is provided in a plate-shaped base material 1,
An installation plate for foundation construction, characterized in that the upper surface 1a of the base material 1 is formed flat, and an annular storage groove 5 capable of accommodating the liquid L is formed around the pile insertion hole 4 on the upper surface 1a. .
JP11154088U 1988-08-25 1988-08-25 Expired - Lifetime JPH0519386Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11154088U JPH0519386Y2 (en) 1988-08-25 1988-08-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11154088U JPH0519386Y2 (en) 1988-08-25 1988-08-25

Publications (2)

Publication Number Publication Date
JPH0233843U JPH0233843U (en) 1990-03-02
JPH0519386Y2 true JPH0519386Y2 (en) 1993-05-21

Family

ID=31349676

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11154088U Expired - Lifetime JPH0519386Y2 (en) 1988-08-25 1988-08-25

Country Status (1)

Country Link
JP (1) JPH0519386Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2501020Y2 (en) * 1991-09-05 1996-06-12 ミサワホーム株式会社 Independent foundation structure and foundation floor

Also Published As

Publication number Publication date
JPH0233843U (en) 1990-03-02

Similar Documents

Publication Publication Date Title
US6324801B1 (en) Deck construction
US5123220A (en) Column assembly
US9127422B2 (en) Bollards
US4918891A (en) Precast concrete foundation elements and system and method of using same
US6120723A (en) Foundation footing construction method, particularly as serve to efficiently precisely emplace wall anchors
US5833206A (en) Universal foot for telecommunications switching cabinet
JPH0519386Y2 (en)
JP3197388U (en) Simple foundation
JP2779892B2 (en) Building blocks and retaining walls using them
GB2311201A (en) System for securing strip material in ground to form a barrier
JPH0512357Y2 (en)
JPH10317391A (en) Foundation structure for steel tower and method for constructing the same
GB2403736A (en) Shroud for a bolt to be set in concrete
JP2787428B2 (en) Construction method of fence and fence
JPH0673923A (en) Concrete fence and construction method thereof
JP2943083B2 (en) Architectural foundation block structure
JPH086108Y2 (en) Anchor bolt setting template
JP2005248596A (en) Foundation of building and construction method therefor
JPH0641987A (en) Supporting base for footing beam
JPH0288818A (en) Method and apparatus for leveling surface of column for foundation
JP2585411Y2 (en) Foundation structure
JPH0489927A (en) Block structure for construction of foundation
JPH0748755Y2 (en) Spacer block positioning jig
JPH04306319A (en) Foundation construction
JP3424110B2 (en) Boundary sign pile