JPS6070654U

JPS6070654U - Blocks as construction products for civil engineering work

Info

Publication number: JPS6070654U
Application number: JP14641083U
Authority: JP
Inventors: 和重太田
Original assignee: Individual
Current assignee: Individual
Priority date: 1983-09-21
Filing date: 1983-09-21
Publication date: 1985-05-18
Also published as: JPS6335076Y2

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

[Brief explanation of the drawing]

図面は本考案に係る土木工事用の構築用品としてのブロ
ックの実施例を示したもので、第１図はその矩形ブロッ
ク体の斜面図、第２図は同上の側面図、第３図は五角形
ブロック体の斜面図、第４図は同上の側面図、第５図は
三角形ブロック体の斜面図、第６図は同上の側面図、第
７図は大ブロツク体の斜面図、第８図は同上の側面図、
第９図は口型ブロック体の正面図、第１０図は同上の平
面図、第１１図は同上の右側面図、第１２図は棒杆に丸
棒を使用した場合のものへ平面図、第１３図は本考案を
使用した構築物の一例（容積）の構成図、第１４図は同
上め断面側面図、第１５図は　　　。至第２２図は夫々本考案による工法を示した断面側面図
、である。１は大ブロツク体の矩形大盤体、２は矩形大盤体、３，
１２，３１．３９は接続杆、４，１７゜２４．３５はコ
ンクリート胴込部、５，２１，４４．４７はボルト（螺
杆）結合、６，１５，３９．４１，４５，５５，５６は
アンカー金具、−７，１６，３４，４２は棒杆、８．９
．　１３．　１４．３２，３３，３７．３８は外面、１
０は基礎部、１１は矩形盤体、１８は地面、１９は第一
打設、２０は第二打設、２１，２２，４３，４６はコン
クリート連通用透孔、２５は第三打設、２６は第四打設
、２７は第五打設、２８，３５は斜辺、３０は五角形盤
体、３６は三角形盤体、５１．５２は矩形小盤体、５３
．５４は内側壁。・ζ　′　　Ｘし第１８図「］： −−−ｍ ■＝１−−−−−− Ｉ；；］The drawings show an embodiment of the block as a construction product for civil engineering work according to the present invention. Fig. 1 is a slope view of the rectangular block, Fig. 2 is a side view of the same, and Fig. 3 is a pentagonal block. Figure 4 is a side view of the block body, Figure 5 is a side view of the triangular block body, Figure 6 is a side view of the same as above, Figure 7 is a slope view of the large block body, and Figure 8 is a side view of the same as above. Side view of the same as above,
Fig. 9 is a front view of the mouth-shaped block body, Fig. 10 is a plan view of the same as above, Fig. 11 is a right side view of the same as above, Fig. 12 is a plan view of the case where a round bar is used as the rod. FIG. 13 is a configuration diagram of an example (volume) of a structure using the present invention, FIG. 14 is a cross-sectional side view of the same, and FIG. 15 is a diagram. 22 are cross-sectional side views showing the construction method according to the present invention. 1 is a rectangular large board with a large block body, 2 is a rectangular large board, 3,
12, 31.39 are connecting rods, 4, 17° 24.35 are concrete body parts, 5, 21, 44.47 are bolt connections, 6, 15, 39.41, 45, 55, 56 are Anchor fittings, -7, 16, 34, 42 are rods, 8.9
．． 13. 14.32, 33, 37.38 are external surfaces, 1
0 is the foundation, 11 is the rectangular board, 18 is the ground, 19 is the first pouring, 20 is the second pouring, 21, 22, 43, 46 are through holes for concrete communication, 25 is the third pouring, 26 is the fourth pouring, 27 is the fifth pouring, 28, 35 are hypotenuses, 30 is a pentagonal plate, 36 is a triangular plate, 51.52 is a rectangular small plate, 53
．． 54 is the inner wall.・ζ ′

Claims

[Scope of utility model registration request]

(1) Connecting rod 12.1 of the required length between the rectangular plates 11, 11 having the standard width N of the required size and the length bar of the required size.
2, the rectangular block body B has a concrete body part 4, 4 formed around the connecting rod 12 between the rectangular disk bodies 11, 11 and the connecting rod 12, and the rectangular disk body 11, Length N' that is approximately the same as the standard width N of 11
, A connecting rod 31 having the same length as the connecting rod 12 of the rectangular block body B is connected between the pentagonal disk bodies 30, 30 having mutually orthogonal oblique sides 28° 28 of N' and a base 29 of length aN'.
, 31, and the total length F between one outer surface 32 and the other outer surface 33 of the two pentagonal disk bodies 30, 3G is equal to that of one of the two rectangular disk bodies 11, 11. A pentagonal block body C configured to have approximately the same overall length between the outer surface 13 and the other outer surface 14, and a length L' that is approximately the same as the standard length of the rectangular disk bodies N and 11. , Connecting rods 39, 39 of the same length as the connecting rod 12 of the rectangular block body 13 are connected between the two triangular disk bodies 36, 36 of a right-angled isosceles triangle having mutually orthogonal hypotenuses 35, 35- of L'. Connect with the two triangular disk bodies 36, 36
The total length G between one outer surface 37 and the other outer surface 38 of
A construction characterized by a combination with a triangular block body configured so that the total length between the outer surface B of one of the two rectangular disk bodies 11 and the outer surface 14 of the other one is approximately the same. block for.

(2) Utility Model Registration In the building block according to claim 1, the rectangular board 11. ．． The connecting rod 12 connecting between 1.1 and 1.1 is formed by bolting or welding anchor fittings 15.15 embedded in each of the rectangular plate bodies 11.11 and a bar rod 16 of the required length. A building block characterized by:

(3) In the construction block described in claim 1 of the utility model registration claim, the connecting body 31 that connects the pentagonal disks 30 and 30 is embedded in each of the pentagonal disks 30 and 30. A construction block characterized in that it is made by bolting or welding a fitted anchor fitting 39, 39 and a bar rod 34 of a required length.

(4) In the construction block according to claim 1 of the utility model registration claim, a connecting rod 39 connecting the triangular disc bodies 36, 36 is embedded in each of the triangular disc bodies 36, 36. Anchor metal fittings 41
．． 41 and a bar rod 42 of a required length, which are bolted or welded together.

(5) Utility model registration In the construction block described in claim 1, the connecting rod 12 between the rectangular disk bodies 11, 11 is connected to the rectangular disk body 1.
It is made by bolting or welding the anchor fittings 15.15 embedded in each of 1.11 and a bar rod 16 of the required length, and the rod rod 16 is provided with a concrete body. The kth concrete communication through hole 21.21 measures the concrete connection between the front side and the back side of the rod 16.
A construction block characterized in that a required number of... are drilled at required locations.

(6) Construction as described in paragraph 1 of the scope of claims for utility model registration
,. In the block for use, an anchor fitting 4 in which a connecting rod 31 connecting the pentagonal plates 30, 30 is embedded in each of the pentagonal plates 30, 30.
5.45 and a bar rod 34 of the required length are bolted or welded, and there are through holes 43, 43, . . . for concrete communication between the front side and the back side of the rod rod 34. A construction block characterized in that a required number of holes are drilled at required locations.

(7) Utility model registration In the construction book link described in claim 1, a connecting rod 39 connecting the triangular disc bodies 36, 36 is embedded in each of the triangular disc bodies 36, 36. Inserted anchor fitting 41
．． 41 and a bar rod 42 of the required length are bolted or welded, and the rod rod 42 has a gap between the front side and the back side of the rod rod 42 when concrete is poured into the concrete. Concrete communication through hole 4 for concrete connection
A construction block characterized in that a required number of holes are drilled at required locations.