JPH02125041A - Composite measure - Google Patents

Abstract

PURPOSE:To obtain a composite measure used for various purposes by providing a through path opening to the ground surface on the upper part of the measure as well as a culvert with the orbicular cross section at the lower part. CONSTITUTION:A measure is vertically divided by a center wall 92. A ceiling opening part 52 is provided at the upper part of the measure and an upper part through path 99 opening to the ground surface is provided. A lower part through path 99 formed of a culvert with the orbicular cross section is provided at the lower part of the measure so as to form an open-conduit type composite center wall measure for straight lines. In addition, a lid is placed on a ceiling part 81 according to the necessity.

Description

DETAILED DESCRIPTION OF THE INVENTION The present invention provides two separate systems for individualized through-channel structures each having separate functions; It has a structure that can be connected to cables, telephones, electricity, rainwater, sewerage, water, gray water, water, gas, etc. pipes, communications, and structures beyond the through-path. The interior also has an internal structure tailored to each individual use, with partition plates as partition walls and partition lids, other lids and stepped areas as mud basins and mud basin structures, and in addition, external rooms, ventilation rooms, Composite structures with ventilation holes and openings are divided into sections, and the connection penetrations provide secondary pipes, branch pipe openings, and branch pipes to form an internal shape and space with the necessary functions, and the connection penetrations Depending on the use, the structural material of the cell itself may be changed to make it permeable or water-collecting. Therefore, it is a multi-functional centralized structure that can be connected to all types of individual pipes, gutters, the same complex pipe, underground structures, underground structures, etc., and can be smoothly constructed using centralized connection in all situations and conditions. It is about good.

Conventionally, there were no connection methods in which separate underground pipes, gutters, and structures were housed in the same cell, and there were no composite cell structures that were internally divided into two or more sections. Due to the internal structure of conventional cells, it has not been possible to store and connect buried objects and individual passageways in the same cell. In addition, by changing the material and using it as a water-permeable/water-collecting type, it was possible to construct the structure as a single piece.

Therefore, the present invention is capable of concentrating a plurality of separate pipes, such as different pipes depending on the internal penetrations of the cell, side gutters, workpieces, etc., or a composite bulkhead pipe in which individual pipes are integrally formed, and other pipes. The aim is to obtain a versatile, multi-functional, multiple-connection cell that can be used for water permeation and water collection.

To explain this invention based on the drawings, FIGS. 1 to 3 show a straight open channel type composite bulkhead 2 and a bulkhead 9.
The structure is divided into upper and lower parts by 2, with the upper passageway 99 consisting of an open channel on the ground surface, and the lower passageway 99 consisting of an open channel on the ground surface.
9 consists of a closed circular culvert. In this case, since the upper through passage 99 is designed to handle rainwater, a mud basin frame 89 and a mud basin part 90 are provided on the partition step part 88 inside the partition wall 92. Moreover, by taking out the mud basin frame 89 to the outside of the box, an opening is created in the lower passage 99.

4 to 5 show a linear open-drain type composite partition wall 2, which has a structure in which a closed lower passage 99 is shaped like a small body. Also, the mud basin frame 89 applied to the partition wall 92
is configured to be larger than the thickness of the partition wall 92. 6th
FIGS. 8 to 8 show a straight line open channel type composite partition wall 2, which has a structure in which the shape of the lower through passage 99 is semicircular at the bottom.

Fig. 9 shows a partially permeable open channel composite bulkhead 3 for straight lines, with water holes 101 provided on both sides of the outer wall 94 of the upper passageway 99 consisting of an open channel to accommodate water permeation and water collection functions. It is. A mud basin frame 89 is provided on the partition wall 92 that divides into the upper and lower passages 99. The lower passage 99 has a small body shape and has no water collection or water permeation function. 10th
The figure shows a straight line fully permeable open channel composite bulkhead 4.
The entire body of the mass is made of water-permeable concrete 106,
A mud basin frame 89 is provided on the partition wall 92 with a structure that allows for water permeation and water collection. In the two systems of open-drain type composite bulkheads shown in Figs.
Therefore, if necessary, bases suitable for the purpose can be placed on each top 81. FIG. 11 shows an open-drain type composite partition plate 5 for straight lines, in which the upper passageway 99 has an open-drainage type structure, and the internal structure of the upper and lower passageways 99 is greatly different. The structure is such that the partition lid 87 is placed on the partition step 88 and divided into a circular passageway 99 consisting of a culvert at the bottom. Since the partition plate 86, which is thinner than the partition wall 92, is used, there is a mud trap 90 and a step 91 at the bottom of the upper passage 99 depending on the purpose of use. 85, so you can use it with a lid that suits your purpose. 12 to 14 show an open channel composite bulkhead 6 with a linear curb, which has an integral structure with a raised curb 105 on one side of the main body top 81, and has a ceiling above the upper passageway 99. A fully closed M83 is applied to the stepped portion 85, and the jaw portion 123 therein is
He grating'! The inside of the main body is divided into a small-shaped lower passage 99 by a partition wall 92, and a mud basin frame 89 is installed inside the main body. 115 to make the main body sit better and increase stability. Figures 15 to 17 show an open channel type split composite bulkhead cell 7 for straight lines, which has a structure in which the main body of the cell is divided into upper and lower parts, with a concave portion 124 and a convex portion 125 for ease of assembly. A mud sump frame 89 with a mud sump 90 is constructed on the partition step 88 in the assembled main body to enhance the integrity of the main body.

Since the top part 85 is provided above the upper passage 99, a lid suitable for the purpose is constructed. The mud basin frame 89 is provided with joints 127. Figure 18 shows a straight line open-drain type split composite bulkhead 7, which has a structure with two through passages 99 in which the main body is divided into upper and lower sections of different sizes, and has a concave part 124 and a convex part for easy assembly. Section 125 is applied. It has a structure in which a partition plate 86 is placed on a partition step 88 in the main body, and a mud basin frame 89 with a mud basin part 90 is further placed on the partition step 88 within the partition plate 86. The partition step 88 and the mud basin frame 89 are each provided with a joint 127, and the top step 85 is provided above the upper passageway 99. Fig. 19 shows an open-drain type split composite partition for straight lines. It is a plate 8, and the main body has a through passage 99.
It is a m structure divided into two parts, with a concave part 124 and a convex part 125.
The structure is such that the partition plate 86 is placed on the partition step 88 of the partition wall 99 of the partition wall 92 in the main body, and the partition lid 87 is placed on the partition step 88 therein. Figures 20 to 21 show an rfR channel-type split composite partition wall 7 for straight lines, and the main body is divided into upper and lower parts, with a recess 1 to prevent displacement.
24 and a convex portion 125. Inside the main body, a mud basin frame 89 with a mud basin part 90 is placed on a partition step 88. Since the sizes of the upper and lower through passages 99 bodies are different, a base 115 for improving stability is formed on the bottom part 95, and a large crotch part 85 is also provided. 22 to 26 show straight underdrain type composite bulkheads 9. The upper and lower divided through passages 99 are configured to be easily compatible with the under conduit type, and most of the top part 81 of the upper through passage 99 is An opening 82 is provided, and a partition wall 92 is formed.
It has a structure in which a mud basin frame 89 is placed on a partition stepped portion 88,
The mud basin frame 89 has a structure in which a mud basin part 90 and a joint part 127 are provided. Fig. 27 shows a straight underdrain type composite partition wall 9, which has a structure in which an L-shaped lid 103 is placed on the top part 81 of the main body.Although not shown, a large opening 82 into the L-shaped N103 It has a structure in which a partition step 88 is formed and a necessary lid can be placed thereon. Figure 28 to 3
Figure 0 shows a culvert-type composite bulkhead with curb steps for straight lines 10
A curb step 104 is provided on one side of the main body portion 81, and a grating lid 84 is placed on the crotch portion 85.
It has a structure in which the slope of the top part 81 is downward to the side, and a mud basin frame 89 is placed on top of the partition step part 88 of the partition wall 92. FIG. 31 shows the culvert-type composite partition wall 10 with a curb step for straight lines, and is a usage diagram in which a curb 105 is placed on the curb step 104. 32 to 34 show a straight underdrain-type composite bulkhead 9, in which a circular passage 99 is configured above and below, and a mud basin frame 8 is connected to the partition step 88 of the bulkhead 92.
9 and move the adjustment lid 10 with the long section 85 onto the top section 81.
It has a structure that allows you to adjust the height of the square by placing 2 on it. Figures 35 to 37 show a straight underdrain type split composite partition wall 11, the main body of which is a vertical through passage 99.
The main body of the upper through passage 99 has a structure in which an opening 100 is formed in the partition wall 92 above the lower through passage 99, and an opening 100 is formed in the partition wall 92 and a top opening 82 is formed in the top part 81. The upper and lower frames are integrally formed by bolt holes 135, bolts 130, and connecting plates 128. This is also a mud sump frame 89
is being carried out. Figures 38 to 40 show a straight line culvert type split composite partition wall 12 with a long cross section, the main body is divided into upper and lower through passages 99, and assembly is carried out with recesses 124 and protrusions 125.
The partition step 8 of the partition wall 92 has a structure that prevents displacement.
It is of M construction, with a mud basin frame 89 on top of 8, and a crotch section 85 on top 81. Figures 41 to 43 show insert type underdrain type split composite bulkhead 13 for straight lines.
Composite bulkhead conduit 121 to the main body of the through conduit 99 divided below
A mud basin frame 89 having a mud basin part 90 can be attached to the partition plate 86 on top of the partition step part 88. This type has a structure that allows for a large internal space.

Figures 44 to 48 show a partially permeable underdrain type composite partition wall 14 for straight lines, in which water permeability 101 is applied only to both outer walls 94 of the upper passage 99 to provide water collection and water permeation functions. The structure is such that the bottom through passage 99 does not have that function.

Also in this case, a mud basin frame 89 with a joint 127 is provided on the partition step 88 of the partition wall 92. Figure 49 shows a partially permeable culvert type composite bulkhead with curb steps for straight lines.
It has a structure in which a curb step 104 is provided on one side of the top 81 and a grating lid 84 is placed on the thigh 85.
It has a structure in which water is passed through only to the outer wall 94 on one side of the partition wall 92, and the mud pool I! Body 89 is applied. Figure 50 shows an open channel type split composite partition plate 8 for straight lines, in which the main body is divided into three parts with a concave part 124 and a convex part 1.
Assembled by 25. A partition cover 87 is attached to the lower part of the partition wall 92, and the 8 main bodies are divided into 99 sections in the upper tunnel, lower tunnel, and passageway, so that the size of the squares can be easily changed. Fig. 51 shows a straight-line culvert-type split composite plaque 19.The main body is divided into three parts, and both the upper and lower passageways 99 are composed of culverts. Ru. 52nd
Figure 54 shows a partially permeable underdrain-type split composite partition wall 16 for straight lines.The main body is divided into upper and lower passages 99, and only the upper passage 99 is made of permeable concrete 106 for water permeation and water collection. It has a structure that can accommodate this, and a mud basin frame 89 is provided on the partition wall 92. Figure 53 shows the upper and lower through passages 99.
A recess 124 and a convex portion 125 are formed on the partition wall 92 of the partition wall 92, and in FIG.
It has a structure of 6. Figures 55 to 56 show a straight-line fully permeable underdrain type composite bulkhead 17, which has a structure that has water permeability and water collection functions for both the upper and lower through passages 99, and the permeable concrete 106 and water holes. It has a structure that allows water to pass through by using 101 at appropriate locations on the main body. A mud basin frame 89 is provided on the partition wall 92 portion. In Fig. 55, the bottom part 95 is also permeable, so all the water that fell into the lower penetration passage 99 is water permeable, and in Fig. 56, the water in the bottom part 95 of the lower penetration passage 99 is permeable.
It has a structure that does not collect water. 57 to 59 show a straight underdrain type composite partition plate 18, in which a partition MB2 is applied to the lower part of the partition wall 92 that divides into upper and lower through passages 99, and a stepped part 91 is provided above the top part 81. It has a structure in which an adjustment lid 102 with a crotch portion 85 is provided. Figures 60 to 62 show a straight line open channel split composite partition plate 8, in which the main body is divided into upper and lower parts by a partition wall 92 and a partition 1187 to form a stepped portion 91, and is attached to a composite partition pipe 121. teeth,
A joint part 127 using an inner joint and a flange 129 are used together for the upper through-path 99 side, and a packing 126 is inserted into the recess 124 provided around the through-path 99 as a joint structure of the recess 124 and the convex part 125 for the lower through-path 99. The structure is designed to prevent water leakage and infiltration. Figures 63 to 64 show a culvert-type split composite partition plate 1 with a vertical passageway 99 for straight lines.
9, the upper through passage 99 is constructed to be several times larger than the lower through passage 99, and the stepped portion 91 and the inside of the square are divided by a partition lid 87 which is a large opening.

FIG. 65 shows a fully permeable underdrain type composite cell 20 that is used in a straight line, and has a circular internal shape of permeable concrete 106 without forming a mud basin part 90 or a stepped part 91. Water holes 101 are provided in the outer wall 94 and the bottom 95 to provide water permeation and water collection functions. The inside of the thigh part 85 is designed to connect two divided through passages 99, but the purpose of use is the same, and the connecting structure itself may be made entirely of permeable concrete 106 or partially Deals with water permeability or two separate pipes. 66th
The figure shows a partially permeable underdrain type composite bulkhead 21 with a branch pipe opening for a 90 degree corner cut, in which water holes 101 are configured in the outer wall 94 of the upper passage 99 to provide water permeation and water collection functions, and the bulkhead 92
A mud basin frame 89 is attached to the upper and lower passages 99, and a branch pipe port 108 is configured as one method of connecting to other buried pipes, side ditches, workpieces, etc., and the composite bulkhead pipe 121. 67th
The figure shows a partially permeable underdrain type composite bulkhead 21 with branch pipe openings for straight lines.
1, and a branch pipe port 108 is configured so that it can be connected to the outer wall 94 of the lower penetration passage 99 to any other connection object, and a mud basin frame 89 is provided. Figures 68 to 71 show composite partition walls 1, each with a different shape. Figure 68 has a radius for a curved line, and Figure 69 has a cross section, that is, a connecting surface for four directions. Fig. 70 shows a connecting surface in three directions for attaching a branch line, and Fig. 71 shows a connecting surface in two directions with a deformation angle, each of which is provided with a mud basin frame 89. Figures 72 to 73 show a composite bulkhead box 22 with a bottom external chamber for straight lines, and a lower through passage 99.
A separate external room 96 and ventilation room 97 is provided only in
The mud basin section 90 is constructed by applying the following steps. This square is upper passage 9
In the case where there is a live penetrating object or liquid constantly in the mud storage body 89, the structure has an independent top opening 82 of the lower passage 99 regardless of whether or not the mud basin body 89 is attached or removed. The large opening 82 with 85 and the large opening 82 with a large crotch 85 dedicated to the lower through-way 99 are arranged at shifted locations within the same square. This is because the branch pipe port 108 and the branch pipe 109 are installed at positions shifted from the upper and lower passages 99, and when it is disliked that they are located above and below the same place, installation is easy and branching to other connections is easy. It is a structure that is easy to implement. The lower passage 99 has two top openings 82 when the mud basin frame 89 is removed. Fig. 74 shows a composite bulkhead 23 with a split-type bottom external chamber for straight lines, in which only the external chamber 96 and ventilation chamber 97 of the lower passage 99 is divided from the main body, and installation of a separate body is not possible. It is structured in a mold. 75 to 76 show a composite partition plate box 24 with a bottom external chamber for straight lines, which is completely divided into the upper and lower parts by the partition plate 86 of the partition wall 92, and has a stepped part 91 to the upper passage 99, and The section 81 has a large opening 82 with a large crotch section 85 . An external chamber 96 and ventilation chamber 97 which is completely divided into the upper through passage 99 and the lower through passage 99 are provided through the opening 100 , and the large opening 82 with the independent long section 85 is connected to the upper through passage 99 . This box is arranged in the same position as the top opening 82. FIG. 77 shows a composite partition plate 25 with a split bottom external chamber for straight lines, and the external chamber 9 of the lower through passage 99.
The 6-cum-ventilation chamber 97 is constructed separately and connected to the main body to form an integrated chamber. Figures 78 to 81 are
It is a composite partition plate 24 with a bottom external chamber for straight lines, and the external chamber 96 and ventilation chamber 97 is located at a position shifted from the opening 100 only in the lower passage 99 with respect to the top opening 82 of the upper and lower passages 99. 79, in which the partition wall 92 has a partition MB2, and the structure shown in FIG. A stepped portion 91 is provided at the bottom. Figure 82 shows a composite partition plate 25 with a split type bottom external chamber for straight lines, in which the frame of the external chamber 96 and ventilation chamber 97 for the lower passageway 99 is separate from the main body, and by connecting and constructing it. Let's assume it's one piece. Figures 83 to 85 show a composite partition plate 24 with a bottom external chamber for attaching branch lines.

The connecting surface 138 provides an external chamber 96 and a ventilation chamber 97 to the lower through passage 99 in three directions, constitutes a large opening #82 with a thigh part 85, and has three openings 100 to the lower through passage 99. are giving. The upper and lower passages 99 are divided into upper and lower parts by a partition plate 86 that is integrated with the partition wall 92, and a step portion 91 and a top opening 82 are provided to the top portion 81. Figure 86 shows
The branch line is attached using a composite partition plate 25 with a split bottom external chamber, and the external chamber 96 and ventilation chamber 97 of the lower passageway 99.
It is formed as a separate body from the main body, and is constructed by connecting and constructing it as one piece. FIGS. 87 to 89 show a composite partition plate box 24 with a bottom external chamber for a cross, which constitutes connection surfaces 138 in four directions, and connects the external chamber 96 of the lower through passage 99.
One double-ventilation room 97 has three openings 100, and the upper and lower passages 99 are completely divided by the partition wall 92 and the partition plate 86, and a stepped portion 91 is provided. Fig. 90 shows a partition plate 25 with a split bottom external chamber for a cross, in which the external chamber 96 and ventilation chamber 97 of the lower passage 99 is constructed separately from the main body of the cell, and is connected and constructed as one piece. It depends on the situation, but it will be configured. FIG. 91 shows a composite partition plate 24 with a bottom external chamber for a cross, which has connecting surfaces 138 in four directions, and an external chamber 9.
The six ventilation chambers 97 are composed of two, each having three openings 100 relative to the lower passage 99. Figure 92 shows a composite partition plate box 25 with a split bottom external chamber for a cross, which is composed of a main body and two divided external chambers 96 and ventilation chambers 97, which are connected to the main body to form an integral part. . Figure 93 shows a composite partition plate 26 with a partially permeable bottom external chamber for straight lines, with a partition wall 92 and a partition plate 8.
6, the through passage 99 is completely divided into upper and lower parts, and both walls 94 of the upper through passage 99 are made of water-permeable concrete 106, and have a stepped portion 92 with a structure for water permeation and water collection. The external chamber 96/ventilation chamber 97 is an integral cell having one opening M100 relative to the lower passageway 99. 9th
Figures 4 to 95 show a straight-line culvert-type composite partition plate 27 with an upper and outer chamber, and an upper and lower passageway 99 and an outer chamber 9.
6. Ventilation room 97, mud basin 90, partition wall 92, partition lid 87
Rainwater, surface water, etc. flowing above the top part 81 of the upper passageway 99 are collected from the top opening part 82 through a cover suitable for the purpose above the thigh part 85 and into the upper passageway 99. Furthermore, the structure is such that mud and dirt are collected into the mud basin 90 by a partition lid with a downward slope to the external room 96/ventilation room 97 and 87 partition wall 92. When the opening 100 is removed, an opening 100 is created. This cell has a large structure so that the depth of the mud basin 90 is parallel to the bottom 95 of the cell itself. Figure 96 shows a composite partition plate 28 with a split type underdrain type upper and external chamber for straight lines,
External chamber 96 and ventilation chamber 97 of upper passage 99 and mud basin 9
0 is a separate body from the main body, which is connected and integrated into one body. Fig. 97 shows a composite partition plate 27 with a culvert type upper external chamber for straight lines, and the top opening 83 is large and the external chamber 96
This cell has a structure that extends to the upper part of the ventilation room 97 and the mud basin 90. Figure 98 shows a composite partition plate 27 with an underdrain type upper external chamber for straight lines, in which the external chamber 96 and ventilation chamber 97 of the upper passage 99 and the mud basin 90 have a shallow structure with respect to the main body. . Figure 99 shows a composite partition plate 27 with an underdrain type upper external chamber for straight lines, and an upper passage 9
9's top 81, external room 96/ventilation room 97, and mud basin 90
The top part 81 has a step 110, and the bottom part 95
The external chamber 96, etc. can be buried by paving the horizontal 0-level difference 110. Figure 100 shows a composite partition plate box 29 with an open channel type upper external chamber for straight lines, in which the upper passageway 99 is composed of an open channel, and the rest are number 95.
Fig. 101, which is the same as the culvert type shown in the figure, is a composite partition plate 30 with a split upper external chamber for straight lines, in which the main body, external chamber 96/ventilation chamber 97, and mud basin section 90 are separate bodies. The cage connections are being constructed and will be integrated. 102 to 103 show a composite partition plate 27 with an underdrain type upper external chamber for corner cutting at 90 degrees, and an external chamber 9 of an upper passage 99.
It has a structure in which a six-fold ventilation chamber 97 and a mud basin part 90 are provided outside the corner, and the bottom part 95 is configured horizontally. Fig. 104 shows a split type underdrain type composite partition 28 with an upper external chamber for corner cutting at 90 degrees, in which the framework of the external chamber 96/ventilation chamber 97 and the mud basin section 90 is divided separately from the main body. This is a structure that is integrally joined during construction. Figure 105 shows a composite partition plate 31 with an upper external chamber for corner cutting at 90 degrees,
The partition lid 87 serves as an external room 96 and a ventilation room 97 and a mud basin 90
It is a horizontal structure with no downward slope on the sides. Figure 106 shows a composite partition board 30 with a split-type upper external chamber for 90-degree corner cutting, and an external chamber 96 and ventilation chamber 97.
The mud basin part 90 is a separate body from the main body and is used in connection with the main body.

FIG. 107 shows a composite partition plate 31 with an upper external chamber for corner cutting at 90 degrees, and has a structure in which an external chamber 96/ventilation chamber 97 and a mud basin 90 are provided on the inside of the corner. Figure 108 shows a composite partition plate 30 with a split upper external chamber for 90-degree corner cutting, in which the external chamber 96/ventilation chamber 97 and mud basin 90 contained inside the corner are separate from the main body. It has a structure that connects it to the main body during construction. Figures 109 to 11
Figure 0 shows a composite partition plate 27 with a culvert-type upper external chamber for attaching a branch line, and the connection surface 138 has three directions, and connects the upper passageway 991!1 to the external chamber 96/ventilation chamber 97 and mud basin. This is the structure where 90 is on the outside. Fig. 111 shows a composite partition plate 28 with an external chamber on the split type culvert wall for attaching the branch line, and the external chamber 96/ventilation chamber 97 and mud basin 90 are constructed separately from the main body. It has a structure that is applied to the outside and connected to the main body during construction. Fig. 112 shows a structure in which a composite partition plate 31 with an upper external chamber is used for attaching the branch line, and an external chamber 96/ventilation chamber 97 and a mud basin 90 are provided inside the corners of the main body. Further, the top portion 81 of the upper through-hole 99 has three major openings 82, and the partition wall 92 is also provided with three partition covers 87. Fig. 113 shows a composite partition plate 30 with a split type upper and outer chamber for attaching branch lines, and the top 81 of the upper passage 99 is provided with three major closing portions 82, and the partition lid 87 is also provided. It is applied in three places. The external room 96/ventilation room 97 and the mud basin 9° are separate from the main body, and are connected at the time of construction. FIG. 114 shows a composite partition plate 31 with an upper external chamber for attaching a branch line, and a partition wall 92 with three large openings 82 to the upper passage 99.
Similarly, three partition lids 87 are applied to the external chamber 9.
The structure has six ventilation rooms 97 and three mud areas 90. Fig. 115 shows a composite partition plate 30 with a split type upper external chamber for attaching branch wires, and the external chamber 9 shown in Fig. 114.
Figure 116 shows a composite partition board 31 with an upper external chamber for a cross, in which only the ventilation chamber 97 and the mud basin 9o are separate from the main body and connected to the main body during construction. A connecting surface 138 is provided on the top passage 99, three partition lids 87 are provided on the partition wall 92, and the external chamber 96/ventilation chamber 97 and the mud sump 90 are provided with a top opening 82 at three locations. I have it on Road 99. Fig. 117 is a composite partition plate height 30 with a split type upper external chamber for a cross;
Only the external room 96/ventilation room 97 and mud basin 90 shown in the figure have a frame structure separate from the main body, and are connected to the main body during construction. Fig. 118 shows a composite partition plate 31 with an upper external chamber for a cross, which has a structure in which the large opening 82 of the upper passage 99 and the partition cover 87 of the partition wall 92 are in three places, and the external chamber 96 also functions as a ventilation chamber. 97 and the mud basin part 90 are composed of four locations,
Fig. 119 shows a composite partition plate 30 with a split upper external chamber for a cross, and the external chamber 96 and ventilation chamber 9 shown in Fig. 118.
7 and the mud basin part 90 are of a split type configuration. Further, although not shown, all the cells with the upper external chamber 96/ventilation chamber 97 and the mud basin 90 also constitute a cell having a structure in which a large opening 82 is provided above the external chamber 96, etc. Figures 120 to 121 show a composite partition plate 32 with an assembled upper external chamber for straight lines, including an upper passageway 99 and an external chamber 96 and ventilation chamber 97.
and the mud basin part 90 are of an integrated structure, and the other lower through passage 99 has a partition step part 88, and the partition lid 87 is placed on top of the partition step part 88. It is an integrated structure. 122 to 123 show a composite partition plate with an assembled upper outer chamber for straight lines, which has an outer wall 94, a large crotch section 85, and a top opening 82 above the upper passageway 99. 32, and the partition base 87 is placed above the partition wall 92 of the upper passageway 99 and the partition step 88.
The structure is such that the main body of the outer wall 94 on which the tank is placed, the main body of the external chamber 96/ventilation chamber 97 having the mud trap 90, and the main body of the lower passage 99 are assembled and joined during construction. Upper passageway 9
The partition wall 92 of No. 9 has a somewhat downward slope toward the external chamber 96 side. The top part 81 of the square is a large opening 82 in the main body-cup. Figures 124 to 125 show a bypass type composite partition plate square 33 for straight lines, and the structure of this square is such that a bypass passage 114, which is divided into an upper passage 99 and a lower passage 99, is connected to the composite partition before the connection of the main body. Connected to the conduit 121,
By distributing the squares vertically and horizontally, the vertical passages 99 do not have to be aligned in vertical rows within the squares, and different passages 99 can be formed in the vertical and horizontal directions. A partition step 88 and a partition lid 87 are formed at the upper part of the lower through-path 99, and an opening 100 is created by removing them. The partition wall 92 has a slightly downward slope toward the mud basin 90 side.

The top opening ti82 is configured to have a size close to the entire top 81. Also, although not shown in the drawings, for non-straight applications, if the mud basin frame 89, partition lid 87, and top opening 82 are formed in the bypass path 114, connections can be made in all connection directions. . Figures 126 to 13
Figure 3 shows an insert type composite partition plate box 32 with an assembled upper external chamber for straight lines, which has a structure in which the composite partition pipe 121 is inserted into the outer wall 94 of the cell and connected to form an upper and lower passage 99. External chamber 96 and ventilation chamber 97 having an external wall 94, a partition wall 92, a bottom section 95 with external wall 94, and a mud basin section 90
It consists of an outer wall 94, a partition plate 86 with a partition lid 87, a top part 81 of the lower passage 99, a hair go part 123, the partition plate 86 is placed on top of the top part 81, and the partition lid 87 is placed on the internal partition stepped part 88. When assembled and constructed using the partition plate 86 with a somewhat downward slope toward the external chamber 96 etc., a box divided into upper and lower through passages 99 will be completed. The major opening 82 is configured to be larger onto the through passage 99 . Fig. 134 shows a partially permeable straight-line composite partition 34 with an upper external room, in which permeable concrete 106 is provided on the outer wall 94 of the external room 96 and ventilation room 97, and water holes Lot are provided on the bottom 95. The 9 lower passages have a structure that has a water collection function, and the 9 passages have a partition MB that does not have that function.
2 and a partition wall 92. 135th
The figure shows an insert type composite partition plate 35 with a partially water-permeable assembly type upper external chamber for straight lines, and an upper passage 99.
Water-permeable concrete 106 is used for both walls 94, and water holes 101 are provided in the bottom 95 of the external room 96 and ventilation room 97, so that the structure has water permeability and water collection functions. The other structure is the same as the composite partition panel with prefabricated upper external chamber.

Figures 136 to 137 show an external chamber type composite partition plate 36 for straight lines, in which upper and lower through passages 99 form external chambers 96 that are divided according to purpose of use for separate through passages 99, respectively. The upper through passage 99 forms an external chamber 96/ventilation chamber 97 and a mud basin 90 with the partition plate 86 and partition wall 92 descending from the opening 100, and the lower through passage 99 forms an external chamber 96/external chamber 96 through the opening 100. A ventilation room 97 is configured. The cells have a configuration in which separate large openings 82 are formed by partition walls 92, partition plates 86, etc., respectively.

Fig. 138 shows a split type external chamber type composite partition 37 for straight lines, in which the external chamber 96 of the upper and lower through passages 99 is constructed separately from the main body, and is constructed as one piece during construction. 1st
39 to 141 show an external chamber type composite partition plate 36 for straight lines, in which the connection surface 138 has two directions, and the upper and lower through passages 99 are separated by the partition plate 86 and the partition wall 92, respectively, to form an independent external structure. The upper through passage 99 constitutes the chamber 96.
The large opening 82 on the side is also large open above the through passage 99, the external chamber 96/ventilation chamber 97, and the mud basin 90, and the partition wall 92 and the partition plate 86 are slightly downwardly sloped toward the external chamber 96. It has become. The lower passage 99 has a top opening 82 only above the external chamber 99 and ventilation chamber 97 outside the opening 100. Figure 142 shows a split type external room type composite partition plate 37 for straight lines, and has a structure in which the external room 96 and ventilation chamber 97 of the lower passage 99 is made separately from the main body. This is a configuration for connecting. 143 to 145 show an external chamber type composite partition plate 36 for attaching branch wires, the connecting surface 138 has three sides, and the upper passage 99 serves as an external chamber 96 with a mud trap 90. It consists of a partition wall 92 and a partition plate 86 that have a slight slope with respect to the ventilation room 97, and the upper part thereof has a large opening 82, and the lower passage 99 has two openings 100. external chamber 96
The upper and lower passages 99 that constitute the ventilation room 97 are completely separated. Figure 146 shows a split type external chamber type composite partition plate 37 for installing branch wires, and a lower through hole 9.
Only the external chamber 96/ventilation chamber 97 of No. 9 is constructed separately from the main body, and is constructed to be joined at the time of construction. Fig. 147 shows an external chamber type composite partition plate 36 for a cross, and the connection surface 1
38 consists of four directions, an upper passage 99 and a lower passage 99.
The structure is such that the top opening 82 of the upper passage 99 is wide open. Fig. 148 shows a split external chamber type composite partition plate 37 for a cross, in which the external chamber 96 and ventilation chamber 97 of the lower passage 99 is constructed separately from the main body, and is connected at the time of construction. . Although not shown, the external chamber type composite partition plate cell 36 and the split type external chamber type compound partition plate cell 37 also constitute a cell in which an opening 100 to the lower through passage 99 is formed by a partition lid 87 or the like. Fig. 149 shows a partially water-permeable composite partition plate 34 with an upper external chamber for straight lines, in which water holes 101 are provided in the external chamber 96 and ventilation chamber 97 of the upper passageway 99 to provide water permeation and water collection functions. This is a square with a structure. 150th
FIG. 152 shows a composite partition plate 38 with an open channel type bottom step for straight lines.
6 and a partition lid 87 on a partition step 88.

A mud basin portion 90 or a step portion 91 is connected to the bottom portion 95 of the lower passageway 99.
The upper passageway 99 is an open conduit, and the lower passageway 99 is an underdrain. A large opening 82 is provided to the top 81. FIG. 153 shows three composite partition plates with a step part at the bottom of the culvert type, and a frame with a step part 91 and a mud basin part 90 is applied to the lower passage 99, and the partition plate 86
- Divided into upper and lower passageways 99 by the partition base 87, and the upper passageway 99 is a culvert type structure with an adjustment lid 102 placed on top 81. Fig. 154 shows a composite partition plate 40 with a stepped external chamber at the bottom for straight lines and a composite partition plate with an external chamber at the bottom step 41 for straight lines, and Fig. 155 shows a composite partition plate with a stepped external chamber at the bottom for straight lines. In the box 40, the upper and lower through passages 99 are divided by the partition plate 86 and the partition MB2, and the lower through passages 99 have an external chamber 96 and a ventilation chamber 97 through the openings 100, and the inner bottom surface is the same bottom as the lower through passages 99. There is. However, the bottom surface of the external chamber 96 and the like slopes downward toward the through passage 99, forming a frame of the stepped portion 91 and the mud basin portion 90. Although not shown, the fully closed lid 83 is placed on the side of the upper passage 99, but the step portion 91 and mud reservoir portion 90 may be constructed as a separate separate body. Figure 156 shows a composite partition plate 41 with an external chamber for a mud basin with a step difference in the bottom for straight lines.
The opening 100 of the lower passage 99 provides an external chamber 96/ventilation chamber 97 and a mud basin 90. This is because the bottom 95 of the external chamber 96 and the like and the bottom 95 of the passage 99 are horizontal, and the opening 100 of the passage 99 is Also, a stepped portion 91 is generated. In other words, either the mud basin 90 or the step part 91 is used, increasing the internal space. FIG. 157 shows a composite partition plate 42 with an external chamber for a straight-line translucent water-permeable bottom step mud storage, including the bottom 95 of the stepped section 91 of the lower passage 99, the outer wall 94, and the external chamber 96 and ventilation chamber 97.
Water-permeable concrete 10 is applied to the bottom 95 and outer wall 94 of the
6 and a lot of water holes are provided to provide water permeability and water collection functions. Figure 158 shows a composite partition plate 43 with a split-type bottom stepped external chamber for straight lines and a compound partition plate 44 with a split-type bottom step external chamber 44, including the main body, an external chamber 96/ventilation chamber 97, and a mud sump. The structure is such that the part 90 is a separate body and is connected during construction. Figure 159 to 1
Figure 60 shows a vertical open channel type composite bulkhead cell 45 for straight lines, in which a three-member passageway 99 is formed by an outer wall 94 and a bulkhead 92, each of which is an independent divided cell with separate large openings 82. In the form of , the middle through passage 99 constitutes a step part 91 and a mud basin part 90, and the grating lid 84 is connected to a large part 85.
This is the structure used for this. FIG. 161 shows a straight-line tandem open channel composite bulkhead box 45 in which each three-member passageway 99 uses the same base on the strut section 85. However, if a top opening 82 and a long section 85 are provided in the lid, which penetration path 9
A large opening 82 also occurs on 9 . FIG. 162 shows a parallel open channel type composite bulkhead box 45 for straight lines, in which the bulkhead 92 that divides the through passage 99 in the main body is a separate body and the recess 1 in the bottom part 95 is shown.
24 and the convex portion 125 of the partition wall 92 to form a through passage 99. The top portion 81 has a structure using a single lid as in FIG. 161. FIG. 163 shows a vertical open channel type composite bulkhead box 45 for straight lines, in which the main body (outer wall 94 and bottom part 95) and the bulkhead lid 139 with the partition wall 92 integrated with the base are attached to the concave part 124 of the main body bottom part 95. Fig. 164 shows a vertical open channel type composite bulkhead 45 for straight lines, which has a structure in which a three-member passage 99 is created by aligning the convex portion 125 of the bulkhead M139 and placing it on the crotch portion 85. 92 is a separate structure, and a concave part 124 and a convex part 125 are provided on the bottom surface of the main body, and by aligning the convex part 125 of the partition wall 92 to a desired location, the space of the through passage 99 can be freely set and constructed. . The partition wall 92 may be a third-story wall 99 or a four-corner wall 99 instead of the third-story wall 99. After the partition wall 92 is constructed, concrete 140 is poured to the desired thickness at the bottom of the main body to stabilize the partition wall 92. Moyoi, No. 165
FIG. 166 shows a vertical column culvert-type composite bulkhead 46 for straight lines, with the inside having left and right through passages 99 formed by the bulkhead 92.
The through passage 99 side where the grating lid 84 is placed on the wide cross section 85 constitutes a stepped portion 91, and the through passage 99 with a structure to prevent water intrusion on the fully closed lid 83 side has a small body shape. It is a structure that does. A curb step 104 is provided to the corner of the fully closed lid 83tl@ of the top 81, and the grating lid 8 is installed from this corner.
4111 is configured with a downward slope. # & stone steps 104
It has a structure on which a curbstone 105 is placed. FIG. 167 shows a longitudinal partially open-drain type composite bulkhead cell 47 for straight lines, and is constructed so that the side of the passageway 99 where the grating lid 84 is used is used as an open-drain type. FIG. 168 shows a vertical open channel type composite bulkhead 45 for straight lines, in which the top 81 is horizontal and has a curb step 104 on one side and is divided into right and left by a bulkhead 92. The through passage 99 using the grating lid 84 has a stepped portion 91 . Figures 169 to 17
FIG. 0 shows a vertical culvert-type composite partition panel 48 for straight lines, and its internal shape is composed of a three-member passage 99. The through passage 99 provided with the grating 1184 has a stepped portion 91
The through passage 99 which is divided by the partition wall 92 and provided with the fully closed lid 83 is connected to the partition lid 87 on the partition step 88.
The lower part becomes the opening 100 of the passage 99 and is divided into upper and lower parts. Is there a curb step at the top 81 corner? There is lL 04 and the structure is such that a curbstone 105 can be placed on it. 171st
The figure shows a vertically open channel type composite partition plate 49 for straight lines, with a fully closed lid 83 on the wide section 85 facing the top 81, and three through-holes inside with the partition wall 92 and partition MB2. It consists of 99 roads. Fig. 172 shows a partially permeable column culvert type composite bulkhead 50 for straight lines, and a bulkhead 92
The interior is configured as a three-member passage 99, and the outer wall 94 on the side of the through passage 99 covered with the grating lid 84 has water holes 1.
01 is installed to provide water permeability and water collection functions. Otherwise, the vertical culvert type composite bulkhead conforms to 46. FIG. 173 shows a straight line partially permeable column culvert type composite partition plate 48, which includes a bottom part 95 of a through passage 99 having a stepped part 91 and an outer wall 94.
This cell has a structure in which permeable concrete 106 and water holes 101 are applied to provide water permeability and water collection functions. Also, although not shown, vertically arranged underdrain/open-drain type composite bulkheads and composite partition plates are constructed by first shifting the positions of the bypass passages 114 and the respective penetrations 899 so that the passages 99 are not placed above or below each other. Nomasu is also configured. Figures 174 to 175 are conversion composite bulkheads with blur lids for straight lines 51
The lower passageway 99 is composed of an underdrain, and the upper passageway 99 converts from an open conduit to an underdrain, and a grating cover 84 is applied to the top part 81, which serves as the underdrain part.The top part 81 is horizontal. Structure. It is divided into two upper and lower through passages 99 by a partition wall 92, and a mud basin frame 89 having a mud basin part 90 is provided on the partition step 88 in the partition wall 92, and a joint part 127 is provided to prevent water leakage into the lower through passage 99. . This square is
The structure is such that the upper passageway 99 can be converted from a culvert to an open conduit. Figures 176 to 177 show a straight conversion composite bulkhead 52, which has a step 110 on the top 81, and the top of the connecting elliptical relic is laid with a lid placed on the top 81 consisting of an open channel. It has a structure that can accommodate the shape of the upper part, and therefore there is a step 110 at the top part 81 of the upper passage 99. Upper passageway 99
A large opening 82 is provided in the top section 81 which has been turned into a culvert.

Further, a mud basin frame 89 having a mud basin part 90 is provided on the partition step part 88 of the partition wall 92. This square can be converted from an open ditch to a culvert, or from a culvert to an open ditch. Figures 178 to 179 show a conversion composite bulkhead 51 with a straight cover for straight lines, and a curb step 104 is also provided on the top 81 with a grating cover 84 for converting it into an open drain. In the structure where there is a step 110 in the conversion from a culvert to a culvert, this step 11
If you install a lid that fits 0 on the top 81 on the open channel side, the square top 8
1 is horizontal. Partition wall 9 divided into upper and lower through passages 99
2 has a partition step part 88, and a mud basin frame 89 having a mud basin part 90 is attached thereto. This masu can also be converted from either a culvert or an open conduit. Figures 180 to 181 are conversion composite bulkheads with straight line bracing 5.
1, and has a structure that changes the internal shape and the size of the connected object.The interior is divided into an upper and lower passage 99 by a partition wall 92, and the upper passage 99 has a large section 85, so a corresponding lid is provided to convert it into an underdrain. Top section 81 with grating lid 84
and level it. The partition wall 92 is vertically shifted between the open channel side and the underdrain side, and a mud basin frame 89 with a joint part 127 having a mud basin part 90 on the upper part of the partition step part 88 is provided. A step 110 is created in the area, which has been changed to accommodate large-scale connections for underground drainage. Although not shown in the drawings, this system can also be constructed by reversing this system from a small culvert to a large open culvert. Figures 182 to 185 show a straight-line converted composite partition wall 52, which has a structure in which the internal shape and size have been converted from a culvert to a culvert, and both walls 94 are not flat, and the ceiling 81 is A mud basin frame 89 with a joint part 127 having a mud basin part 90 is applied to the partition wall 92 which has a top opening 82 and is vertically shifted, and the bottom passage 99 has a bottom part 95 that is stepped compared to the large culvert structure. 110 to correspond to the connection object. Figures 186 to 188 show a conversion compound bulkhead 53 with a straight leg section, and an upper through passage 99.
The top part 81 forms a step 110 by changing the size of the structure, and it is only necessary to provide an L-shaped lid 83 or the like for adjusting the height of the top opening part 82 to this top part 81. is not flat, the partition wall 92 is kept horizontal without vertical deviation, and a mud basin frame 89 with a joint part 127 having a mud basin part 90 above the partition step part 88 is provided, and the lower penetration passage 99
The structure is converted such that a step 110 occurs only at the bottom 95 of the structure. If the top part 81, which has a small connecting surface of 1381 ml, is paved, it will be possible to create a structure that does not come out from the ground surface.

Figures 189 to 190 show a conversion composite partition wall 54 with a straight line sub-pipe, which converts from a culvert to a culvert.The top 81 has a horizontal structure and has a top opening 82, and the partition 92
When the step part 110 of the bottom part 95 of the lower penetration passage 99 is large, the mud basin frame 89 with the joint part 127 having the mud basin part 89 is applied above the partition step part 88 etc. by shifting vertically and internally converting. The pipe 107 is made of a slanted structure, and the walls 94 have a non-flat structure to accommodate structures having different internal shapes and sizes. FIG. 191 shows a converting compound bulkhead box 55 with a split type secondary pipe for straight lines, which is divided into an upper and lower through passage 99 by a vertically shifted partition wall 92 and a mud basin frame 89, and a bottom part 95 of a lower through passage 99 and a secondary pipe. Only the auxiliary pipe 107 portion where the pipe 107 is integrated has a structure that is separate from the main body and the composite partition pipe 121, and the main body and a separate structure in which the composite partition pipe 121 and the sub pipe 107 are integrated are joined. This is a cell with an auxiliary pipe 107 having a structure of Fig. 192 shows a conversion composite bulkhead with a split type sub-pipe for straight lines.The main body has a larger internal shape with a large crotch part 85 and a top opening 82 added to the top part 81 of the main body. A sub-pipe 107 is configured within the partition wall 92 of the upper through-way 99 on the smaller side, and the lower through-way 9
It has a structure in which an auxiliary pipe 107 is attached to a step 110 part of the bottom part 95. This is a sub-pipe 107 that is divided into the upper and lower through passages 99.
Bottom M95 or through passage 99 sub pipe 10719I wall 9
2, and a mud basin frame 89 with a joint part 127 having a mud basin part 90 is attached to the partition wall 92 in the enlarged main body. Figures 193 to 194
The figure shows a conversion composite partition plate 56 with a long section for straight lines, which has a structure for converting from a culvert to an open drain, and has a top opening 82 with a large section 85 to the top 81, and a partition plate 56 with a large section for straight lines. Board 86
It has a thick structure, with a partition lid 87 placed on top of a partition step 88 and a step 91 serving as a mud reservoir 90, which is divided into upper and lower through passages 99. This square has a structure that can be converted from an open channel to an underground channel. Figures 195 to 196 show a slope conversion type composite partition plate 57 for straight lines, which has a conversion height structure that aims to create a slope inside the main body by connecting underdrains. To the top 81 is a top opening 8 with a crotch section 85.
2, and the composite partition pipe 121, which is joined with a step 110 on the downstream side of the cell, has the same shape on both the upstream and downstream sides. The partition plate 86 that divides the upper and lower passages 99 is also vertically misaligned, but due to its thickness, the partition stepped portion 88
A partition lid 87 is placed on top to form a stepped portion 91 and a mud reservoir portion 90. The lower passage 99 has a slight step 110 at the bottom 95.
to correspond to the downstream connection. This cell has a structure in which the through passage 99 is given a slope to generate a flow velocity and cause the internal objects to flow down quickly. 19th
Figures 7 to 198 show the conversion composite partition plate 56 with a straight leg section, which converts the internal shape from a culvert type composite partition pipe 121 to a large WR culvert type connection.

Since the size is also converted, the outer wall 94 on one side is flat and does not cause any trouble to the private land side, and the structure is such that only the outer wall 94 on the other side is converted. A top opening 82 is provided to the top 81, a partition step 88 is provided in a thick partition plate 86, and a partition fi 87 is placed on the step 9.
A mud reservoir part 89 is provided and divided into an upper and lower through passage 99. The lower passage 99 constitutes a step 110 with a slight slope at the bottom 95. Figs. 199 to 201 show a converting compound bulkhead box 53 with a straight leg section, which converts both the internal shape and size. Since one of the outer walls 94 of the square is flat, there will be no hindrance to installation on private land. In terms of height difference, the structure on the upstream side is wide but the height of the main body is small, and the structure on the downstream side is connected to a structure that is narrow but tall. 89 and is divided into upper and lower through passages 99. The lower through-way 99 has a structure in which a step 110 is formed at the bottom 95. FIGS. 202 to 204 show a conversion composite bulkhead 53 with a deformable crotch section, which has a structure in which the connecting surface 138 corresponds to three directions and two directions, and also corresponds to the size conversion of the connecting structure, FIGS. 205 to 207, which constitute the mud basin frame 89 on the partition wall 92, show a conversion composite partition plate 58 with a bottom external chamber for straight lines, and the internal shape and size are converted and the partition plate 86 is used to convert the internal shape and size. It is completely divided into upper and lower passages 99, and only the lower passage 99 has an external chamber 96 and a ventilation chamber 97 formed by an opening 100.
A sloped step 110 is formed at the bottom 95, and a top opening 82 with an independent long section 85 is provided to accommodate the three-person storage space, and the outer wall 94 has a flat structure. The partition plate 86 of the upper passage 99 is provided with a step 110 to change its internal shape. The outer wall 94 surface on the side of the 0 through-path 99 in which the top opening 82 for the upper through-path 99 having the crotch portion 85 is formed in the top 81 has been converted. Figures 208 to 209 show a conversion composite bulkhead with a partially permeable upper step for straight lines 5
9, and the water passage hole 10 is provided only to the outer wall 94 of the upper through passage 99.
1 was applied to create a water permeable/water collecting structure. The other parts are the same as the conversion composite partition wall 53 with a long section shown in FIG. 188. 21st
Figures 0 to 211 show a partially permeable conversion composite bulkhead 60 with a straight line auxiliary pipe, and the outer wall 94 of the upper through passage 99.
A water passage hole 101 is configured to provide a water permeation/water collection function, and the other features are the same as the conversion composite bulkhead 54 with sub-pipe shown in FIG. 189. FIG. 212 shows a partial water permeation conversion composite bulkhead 61 with a straight-line split sub-pipe, in which water holes 101 are formed in the outer wall 94 of the upper passage 99 to accommodate water permeation and water collection functions. The other parts are the same as the conversion composite partition wall 55 with split sub-pipe shown in FIG. 191. Also, although not shown in the diagram, the conversion complex is first modified according to the connection direction, such as a modified Y-shaped system or a three-way intersection, to convert from a street culvert to a street culvert. Configure. The slope can be taken regardless of the size of the connected structure, and a flat, non-slope configuration is also possible, so the connected structure can be installed in any position, and in order to deal with places with changes, it can be constructed in a variety of ways. The connecting surface 138 is configured to support connection. 21st
Figure 3 shows a complex multi-purpose cell 62 for straight lines, with a partition step 8.
Divided into upper and lower through passages 99 by partition MB2 on top of 8,
The top part 81 is a cell in which a large opening part 82 with a large crotch part 85 is formed. Fig. 214 shows a composite multipurpose cell 62 for straight lines, and the main body is divided into upper and lower sections by a partition plate 86 and a partition lid 87 on a partition step 88, unlike the partition lids 87 of other cells. The inside of the through-hole 99 does not have a cup-width structure, but the top portion 81 has a large crotch portion 85 and a large opening portion 82. Fig. 215 shows a composite multi-purpose cell 62 for straight lines, in which a split-type partition plate 86 is placed on the partition step 88 of the main body, and a partition M is attached to the partition step 88 therein.
It has a structure that is divided into upper and lower through passages 99 with B2 placed thereon, and joint portions 127 are provided on both of them.

The top portion 81 is provided with a thigh portion 85 and a top opening portion 82 . FIG. 216 shows a complex multipurpose cell 62 for straight lines, which has a structure of a three-member passage 99 using two partition plates 86 above the partition step 88 and a partition cover 87 above the partition step 88 within the partition plate 86. be. The upper passage 99 is an open channel type with a large section 8.
Fig. 217 shows a complex multi-purpose cell 62 for straight lines, which is divided into a three-member passage 99 by the partition 1I87 on the partition step 88, and the upper passage 99 has a mud basin part 90 and a step difference. The middle through passage 99 corresponds to a three-member passage, and the lower through passage 99 has a circular structure. A long section 85 and a top opening 82 are connected to the top 81. FIG. 218 shows a split-type composite multi-purpose cell 63 for straight lines, which is composed of three main body parts each with a through passage 99, and the main body is assembled by a concave part 124 and a convex part 125, and a joint part 127 is formed on the partition step part 88. A through passage 99 is formed by placing a partition lid 87 having a diameter. Stride section 8 to top section 81
The structure in which the main body is divided into the main body 5 and the top opening 82 makes it easy to adjust the height of the square according to the structure of each main body. Figure 219 shows a composite multi-purpose box 62 for straight lines, with a bracket 1 inside the main body.
16. A protective basket 118, a stand 117. It has a structure in which pipelines and the like are protected and separated by partition walls 92. The top portion 81 is provided with a thigh portion 85 and a top opening portion 82 . Figure 220 is a composite multipurpose cell with a bottom external chamber for straight lines 6
4, an external chamber 96/ventilation chamber 97 is formed from an opening 100 to a lower passage 99, a large opening 82 with a dedicated crotch section 85 is provided, and it is divided by a partition wall 92 and a partition plate 86. The upper passageway 99 has a structure corresponding to a four-penetration object having a crotch portion 85 and a top opening portion 82. Second
Figure 21 shows a composite multipurpose cell with a split bottom external chamber for straight lines 6
5, the external chamber 96/ventilation chamber 97 of the lower passage 99 is a separate body and is connected to the main body through the recessed portion 124, convex portion 125, etc. during construction. The rest is the same as the composite multipurpose cell 64 with an external bottom chamber shown in FIG. 220. FIG. 222 shows a complex multi-purpose cell 62 for straight lines, which is divided into upper and lower through passages 99 by the partition lid 87 on the partition step 88, and the E part through passage 99 corresponds to four through objects, and the lower through passage 99 The bottom surface is the upper penetration path 9
It has the same width structure as 9. Stride section 85 to top section 81
and a top opening 82. FIG. 223 shows a complex multi-purpose cell 62 for straight lines, which is divided into upper and lower through passages 99 by a partition lid 87 on a partition step 88, and an upper passage 99 which has a large cross section 85 to a top section 81. The lower passage 99 is configured to accommodate a three-membered object. Fig. 224 shows a composite multipurpose cell 64 with a bottom outer chamber for straight lines, and a partition wall 92 and a lower passageway 99. The structure is completely divided into upper and lower through passages 99 by a partition plate 86, with the upper through passage 99 serving as a mud reservoir 90 and a stepped part 91, and the lower through passage 99 serving as an external chamber 96 and a step part 91, corresponding to the three-member common name. The ventilation chamber 97 is constructed with an opening 100, each having a top opening a182 with a separate crotch part 85. Figure 225 is
It is a composite multi-purpose box 65 with a split bottom external chamber for straight lines,
The external chamber 96 and ventilation chamber 97 of the lower passageway 99 are constructed separately from the main body, and are connected during construction.

The other parts are the same as the composite multipurpose cell 64 with an external bottom chamber shown in FIG. 224. FIG. 226 shows a composite multipurpose cell 66 with an external chamber for straight lines, in which a through passage 99 is divided into right and left sides by a partition wall 92, and a partition lid 87 is inserted onto a partition step 88 on one side.
It is divided into upper and lower passageways 99, the upper passageway 99 serving as a mud basin 90 and a stepped part 91, and the other passageway 99 divided by a partition wall 92 serving as an external chamber 96 and a ventilation chamber 9.
7, each of which has a top opening 82 with a separate crotch portion 85. Figure 227 shows a composite multi-purpose cell 67 with a split external chamber for straight lines, in which only the external chamber 96 and ventilation chamber 97 is a separate body from the cell main body, and is constructed by joining at the time of construction. . The rest is the same as the composite multimodal unit 66 with external chamber shown in FIG. 226. 228th
The figure shows a composite multipurpose cell 64 with a bottom external chamber for straight lines,
The partition wall 92 and the partition plate 86 divide the passageway into an upper and lower passageway, and the upper passageway 99 constitutes a stepped part 91 and a mud basin 90, and the lower passageway 99 connects to the external chamber 96 through an opening 100 corresponding to a three-member passage. -11! It has a structure in which the ventilation chambers 97 are each provided with large openings 82 with separate large openings 85. Figure 229 shows a longitudinal complex multi-purpose bulkhead for straight lines 6
8, and is divided into left and right through passages 99 by a partition wall 92, each forming a large opening 82 with a separate wide opening 85, one through passage 99 corresponding to the three-member common name, and the other through passage 99. Reference numeral 99 is a cell in which a step portion 91 and a mud reservoir portion 90 are formed in a continuous material 99. Fig. 230 shows a split vertical type composite multipurpose bulkhead 69 for straight lines, which is of RJ construction divided into left and right through passages 99 by a bulkhead 92, and the three through passages 99 side are made separately from the main body. This is a structure that is connected during construction. The rest conforms to column type composite multi-purpose partition wall 68 shown in Fig. 229.

FIG. 231 shows a longitudinal type composite multi-purpose bulkhead 68 for straight lines, which is divided into three-member passages 99 by a bulkhead 92, each of which has a large opening 82 with a separate wide opening 85, and a through passage in the middle. 99 has a stepped portion 91 and a mud reservoir portion 90. FIG. 232 shows a split vertical type composite multi-purpose bulkhead 69 for straight lines, with a three-member passage 99 separated by a bulkhead 92.
A three-member passageway 99 is constructed by connecting the integrated passageway 99 divided into three parts at the time of construction as a separate body from the main body.

The rest conforms to column type composite multi-purpose partition wall 68 shown in Fig. 231. FIG. 233 shows a vertical parallel type composite multi-purpose bulkhead 68, which is used on the road side strip of the road surface 132, and is connected to the ground surface by a through-way 99 that forms a stepped portion 91 and a mud basin 190 divided left and right by the bulkhead 92. The lid that collects water is attached to the upper part 81 of the upper part 8.
5, and the other through passage 99 is connected to the three-member common name, and the through-hole is the cable,! This is an example of construction in which a penetrating object is drawn into the work management and maintenance room 119 on the road surface from the top opening 82 to form a through-connection system in case the air, f-talk, etc. are placed underground. be.

Figure 234 is a composite multipurpose box 64 with a bottom external chamber for straight lines.
The structure is such that the through passage 99 is completely divided into upper and lower parts by the partition wall 92, and the upper through passage 99 is connected to the top part 81 by the thigh part 8.
A branch pipe port 108, which is also an opening 100, is provided on the outer wall 94 of the lower passage 99 corresponding to the three-membered structure, and a branch pipe 109 is attached thereto to serve as an external room 96 and ventilation. A chamber 97 is connected to the top 81, and a large opening 82 with a thigh 85 is formed as a separate opening. Although not shown, if the external room 96/ventilation room 97 is constructed higher than the top 81 of the cell main body toward the ground surface, a structure can be obtained to prevent intrusion of water and the like. FIGS. 235 to 238 show an overflow type longitudinal type composite multi-purpose bulkhead 70 for straight lines, and a bulkhead 9.
The structure is divided into left and right through passages 99 by 2, and one of the through passages 99 constitutes a mud reservoir part 90 and a step part 91, and has a connection port 112 and a discharge port 113, and the discharge port 113 is slightly lowered. It is a structure where The other through passage 99 is the through passage 9
9 has an overflow partition wall 93 at the front abutment against the flow, and the structure is such that the supernatant of the flowing water overflows the overflow partition wall 93 that gradually becomes lower from the connection port 112 to the lowest discharge port 113, It has a structure in which a mud reservoir part 90 and a stepped part 91 are formed below the height of an overflow partition wall 93, and a large opening part 82 with a thigh part 85 is provided to the top part 81. FIG. 239 shows a longitudinal type composite multi-purpose bulkhead cell 70 for linear overflow, in which the overflow partition wall 93 is integrated with the main body of the cell, and the outlet 113 is parallel to the bottom 95.

Other aspects are the same as those of the same series. Fig. 240 shows an overflow-type vertical column-type composite multi-various bulkhead cell 70 for straight lines, which is a split type in which the overflow partition wall 93 is formed into the concave portion 124 of the bottom portion 95 of the main body, and is otherwise the same as the cell of the same series. 241 to 245 show a linear overflow type composite multi-purpose partition wall 71, which is divided into upper and lower through passages 99 by a partition 1187 on the partition step 88, and the upper through passage 99 is divided into upper and lower through passages 99. Tenbu 8
A large opening 82 with a large crotch part 85 is provided to 1, and a mud reservoir 9 is formed.
It has a structure in which a 0-cum-step portion 91 is formed, and a connection port 112 and a discharge port 113 are provided. The lower through-hole 99 has a structure in which the overflow partition wall 93 becomes lower in sequence than the connection port 112 and reaches the discharge port 113 . A mud reservoir portion 90 and a stepped portion 91 are configured below the overflow partition wall 93. Fig. 245 shows an overflow type composite multi-purpose bulkhead cell 71 for straight lines, in which the outlet 113 of the lower through passage 99 is located at the bottom 95. First, the system also has a larger discharge port 113. FIG. 246 shows a composite multipurpose cell 72 with a partially permeable bottom external chamber for straight lines, and an external wall 94 of an upper passageway 99.
Water permeable concrete 106 is applied to a portion of the wall to provide water permeability and water collection functions.

Others include a complex variety of boxes with external bottom chambers as shown in Fig. 228 64
According to. Fig. 247 shows a straight partially permeable column-type composite multi-purpose bulkhead 73, which has a configuration of a three-member passage 99 divided by a partition wall 92, and a permeable concrete 106 is applied to the bottom 95 of the central passage 99 to make it permeable.・The structure has a water collection function, and the rest conforms to vertical complex multi-purpose bulkhead 68 in Figure 231. Also, although not shown, the 62 complex multi-purpose cells have a structure that does not limit the number of penetrating objects. Figures 248 to 251 show a composite bulkhead 74 with branch pipe openings for straight lines, and the main body is also provided with a mud basin frame 89 in the through passage 99 divided under -F, and the outer wall 94 of each through passage 99 is It has a structure in which two branch pipe ports 1°8 and a branch pipe 109 are connected. FIG. 250 shows that on the outer wall 94 of the upper through passage 99,
FIG. 251 shows a branch pipe opening 108 on the outer wall 94 of the lower passageway 99.
This structure includes a branch pipe 109 and a branch pipe 109. 252 and 253 show a composite bulkhead 74 with branch pipe openings for straight lines and for 90-degree corner cuts, which connect to the outer wall 94 of the through passage 99 vertically divided by the bulkhead 92 and the mud basin frame 89. This is a box consisting of two branch pipe ports 108, and the installation for connecting to other pipes, gutters, workpieces, etc. is a part. FIG. 254 shows a composite partition plate 75 with an upper external chamber type branch pipe for straight lines, in which an upper passage 99 forms an external chamber 96/ventilation chamber 97 and a mud basin 90, an external wall 94, and an internal Divided lower passage 99
A branch pipe port 108 and a branch pipe 109 are provided on the outer wall 94 of the pipe. FIG. 255 shows a composite partition plate 76 with a bottom external chamber type technical tube for straight lines, and the outer wall 94 of the upper through passage 99 of the upper and lower through passages 99 divided by the partition plate 86 and the external chamber of the lower through passage 99. Figure 256 shows a composite partition plate 77 with an external room type technical pipe for straight lines, which is a box in which a branch pipe port 108 is provided on the outer wall 94 of the ventilation room 97, and a branch pipe 109 is configured there. Branch pipe port 10 of upper and lower passageway 99 to outer wall 94 having external chamber 96 and ventilation chamber 97 and mud basin 90
8 and a branch pipe 109. Also, although not shown in the drawings, the positions and numbers of the branch pipe ports 108 and branch pipes 109 are changed depending on the connecting objects and penetrating objects for all composite cells. It is also configured as an opening 100 to 96 etc., and the installation changes the angle and inflow path. 257 to 259 show a cast-in-place composite cell 78 for straight lines, in which an open-drain type connection structure is inserted into the cell main body, and the outer wall 9 of the lower passage 99 is inserted onto the bottom 95.
4 on site and stand up, then partition on top of the partition step 88! ! Partition plate 86 of the secondary product where 87 is used
Further, the outer wall 94 of the upper through-hole 99 is raised, and the adjustment M102 of the secondary product with the crotch portion 85 is placed on top of the outer wall 94 to adjust the height with respect to the connecting structure. This mud pool part 9
The double step portion 91 is a structure that is generated due to the difference in thickness between the partition wall 92 and the partition plate 86 of the connection structure. Additionally, an invert 134 is applied to the circular lower passageway 99 as necessary, and construction is carried out in accordance with the connecting structure while pouring and assembling concrete, frame, etc. on site. Fig. 260 shows a cast-in-place composite cell 78 for straight lines, and has a structure in which the lower passage 99 corresponds to the three-member common name, and the other parts are the cast-in-place compound cell 7 shown in Figs. 257 to 259.
According to 8. Figure 261 shows a permeable cast-in-place composite structure 79 for straight lines, in which the outer wall 94 of the upper passage 99 is made of permeable concrete 106, a secondary product, to provide water permeability and water collection functions. . Also, although not shown, the 78 series cast-in-place composite mass has a bottom 95. Outer wall 94. Partition plate 86 Top section 81. It also includes a structure in which a secondary product such as Adjustment M102 is used to cast concrete or the like in places, and an external chamber 96/ventilation chamber 97 and a mud basin 90. No. 262
The figure shows a composite multipurpose cell 64 with a bottom external chamber for straight lines,
A branch pipe port 108 which is also an opening 100 and a branch pipe 109 are provided on the outer wall 94 of the lower passageway 99 to form an external room 96 and a ventilation room 97.
forming a lower passageway 99 for cables, electricity, telephone, and water.

Pass through objects such as gas through the large opening M82 at the top of the box,
It is an explanatory diagram for use in systematization that is incorporated into and connected to the work management and maintenance room 119. Figure 263 shows curb 1 for straight lines.
It is a split type composite multi-purpose box 63 with 05, and the top part of the main body 8
1, the curbstone 105 is integrated with the partition lid 87 on the partition step 88, and the partition cover 87 is divided into an upper and lower passage 99, corresponding to the common name of three members. A separate exterior room 96 and ventilation room 97 is connected to the opening 100 of the lower passage 99, and the penetrating object is connected to the road surface 1.
This cell has a structure that can be connected to the work management and maintenance room 119 on the top of 32 to support the system. Figures 264 to 26
Figure 5 shows a composite bulkhead with ventilation holes for straight lines, 80.
FIG. 264 shows a mud basin frame 89 having a mud basin section 90 on a partition step 88 and a partition wall 92 that are divided into an upper and lower through passage 99, and an opening 100 is provided in the outer wall 94 of the lower through passage 99, and a ventilation hole is provided therein. 98 to the top 81 above the top opening 82 of the upper through passage 99, the top opening 8 with the crotch part 85 is connected.
Place the L-shaped lid 103 having a summer-shaped lid 103.
The ventilation hole 98 is connected through and connected to the curb 105 of the ventilation hole 9.
In order to prevent foreign matter from entering the upper part of the lower passage 99, a ventilation hole cover 111 is configured to discharge unnecessary substances such as impure gas from the lower passage 99 to the outside.

FIG. 265 shows a structure in which a ventilation hole 98 is formed from the outer wall 94 of the lower passage 99 to the outer wall 94 of the upper passage 99, and the outlet 113 is parallel to the top 81. Figure 266 shows a partially permeable open channel type composite bulkhead for straight lines, in which the outlet 113 of the hole 98 is configured higher than the ceiling, or the ventilation hole 98 is not brought to the top but is discharged underground. The perforated pipe 1 is configured to prevent clogging of the water passage hole 101 of the upper passageway 99.
33 to improve water permeability. This product can be used for the water permeation hole 101 of any composite cell for water permeation purposes, and it is also effective if a permeable layer of gravel, crushed stone, sand, etc. is provided at the time of construction for structures intended for water permeation and water collection around the exterior of the compound cell. It is. Fig. 267 is an explanatory diagram of the use of a composite first system, in which an L-shaped cover 103 is applied to the composite partition pipe 121, and a composite partition plate 31 with an upper external chamber for installing a branch line for crossing the road is used. This is an explanatory diagram for use in a road crossing, in which a grating cover 84 is applied to a cross culvert 141 in a structure using an open culvert type composite bulkhead 2. Figure 268 is an explanatory diagram of the use of the composite first system, in which an L-shaped lid 103 is placed on the composite bulkhead conduit 121, and an underdrain type composite bulkhead box 9 for straight lines and an underdrain type for 90-degree corner cuts are used. Composite partition wall9. Conversion compound bulkhead with a long section for straight lines 53 and outer wall 94 Conversion compound bulkhead with a flat section 9. A composite bulkhead with branch pipes for straight lines 74 etc. will be constructed inside the environmental facility zone, and the pipe 1 will be installed from the branch pipe opening 108.
22 and connect it to the manhole 120 and the rain channel 136 and sewage channel 137 of the composite bulkhead pipe 121 constructed under the culvert, select a composite cell according to the construction site, and install it, and fully close the lid M8.
3. Together with grating lids 84, etc., it can be used to connect composite bulkhead pipes 121, single pipes, side gutters, workpieces, etc., as a composite cell that can be adapted to any connection structure such as construction location, purpose of use, structure, shape, size, etc. If possible, this is a construction example. Although not shown, there are other cables, electrical
It can be used for telephone, water, gas, etc. pipes and structures that are buried underground, and can be connected to water facilities either in the same way as water facilities, or separately from water facilities. Figures 269 to 272 are explanatory diagrams for connecting and using the composite masu and connecting structures at locations where installation, joining, and connection surfaces are required; Figure 269 is
The connecting surface 138 has a concave portion 124 and a convex #125, and a gasket 126 is further incorporated into the four portions 124 to prevent water leakage and intrusion.

FIG. 270 shows a structure in which a joint material is filled into the joint portion 127, and it can be used for both internal and external joints. 27th
FIG. 1 shows a method in which the main body and another connecting structure are connected to each other by having bolt holes 135 in the frame, and connecting plates 128 are fixed therein with bolts 130. Fig. 272 shows how the flange 129. bolt 13
0. This is an explanation of a structure in which the parts are connected using a nut 131 and a washer. This connection method and other known connection methods can be used for parts that require joining and fixing, such as the partition plate 86, partition lid 87, and mud basin frame 89, to prevent water leakage, infiltration, and impurity removal. Use construction methods. In the case of a composite system configured as described above, if the main body weight is large, the wall thickness of the possible parts is scraped off without affecting the structure, and combined with the connection surface 138 of the connection structure, whether it is an open conduit type or an underdrain type. For changes in the direction of the connection surface 138, the number of through passages 99, the shape and size of the inside and outside, depending on the properties of the connection structure and the composite cell, the top part 81, the thigh part 82, the partition plate 86, and the partition lid 87- Partition wall 92, outer wall 94, outer room 96
- Structural changes such as mud basin frame 89 with mud basin section 90, ventilation chamber 97, stepped section 91, ventilation hole 98, auxiliary pipe 107, branch pipe opening 108, opening 100, bottom 95, water passage hole 101, etc. , and respond by changing the water permeability/water collection function. In addition, the composite structure itself can be divided into several parts or the vertical type can be joined or not, and the split type skeleton can freely change the internal shape and be easy to select and connect, making it new! It can also be converted into a body, and there are some configurations that can be assembled freely. However, when joining a split type, the packing 126, joint 127, bolt 1
30, nut 13, flange 129, connection plate 128, or a structure in which the 0-penetration object configured as an integral connection by a known connection method requires an invert 134 for the purpose of water flow,
In addition to the invert 134, if a block with the invert 134 molded thereon is attached later, the invert 134 can be easily formed in the through passage 99.

In addition, since the purpose is also for running water, auxiliary pipes 107 are provided to the through passages 99 of all cells in places with severe steps 110, but not in unnecessary places.External room 96 and ventilation room 9
7 and the mud basin 90 each have an opening 100 to the through passage 99 and a top opening 82, so that the through passage 99 can be used individually. External room 96 and ventilation room 9
First, the seven mud basins 90 are constructed at the same position as the main body top opening 82 or at a shifted position, depending on the open-drain type, the under-drain type, or their shared type. In addition, if the external room 96 and ventilation room 97 is used for communication facilities such as cables that have penetrating objects that do not tolerate moisture, the ceiling opening 82
In order to prevent water from entering or leaking from the ground, install it in a place with good conditions, such as on the side of a private property, and by adding height, you can prevent water from entering from surface water, etc. There is a curb step 104 and the curb 10
5 is used, the top part 81 of the diagonal has a structure in which a water stop is constructed, and the water collection effect is further improved by an open cover such as a grating cover 84. The top part 81 faces the ground surface and constitutes the passageway 99 that collects and drains surface water, but the large opening 82 alone has no ability to collect surface water or rainwater. If this does not improve, first install a lid with water flow and water collection ability such as grating M84 from the top part 81 of the composite connection structure to quickly collect water into the through passage 99 in the cell. do. When adjusting the height of the main body and top part 81, if the height of the connecting structure and the level with the ground cannot be adjusted using the adjustment lid 102, L-shaped lid 103, etc.,
Adjust! A structure is also provided in which a curb step 104 is formed on one side of the top 81 of the adjustment lid 102 by stacking the panels 1102 or adjusting the level using mortar or the like or an adjustment plate. Masu lid, top opening 82, crotch part 85, grating M84, total 11
For M83, etc., the structure, size, material, etc. should be selected depending on the construction site, purpose of use, and conditions, and a lid with suitable functions should be used. In addition, in a partially water-permeable composite cell system that does not require the use of the main opening 82 or the base, the water-permeable parts can be configured arbitrarily, and in addition to the bottom part 95, the outer wall 94, the partition plate 86 and the partition lid. 87 - By changing the materials to water permeable concrete 106, water holes 101, and other materials for structures such as mud basins 90 and partition walls 92, the range of uses can be expanded to areas that require water permeation and water collection. When a filter material is applied to purify water, it is constructed as a cell that also has a water purification function. Since it is combined with the penetration path 99 of other impermeable parts, it can be used as a single chamber to drain surface water and groundwater.
This is a composite system that has a configuration that can collect and remove water, and has multifunctionality against penetrating objects other than water. In addition to this, the entire square will also have a water-permeable structure. Mud basin frame 89 having a mud basin part 90
The structures using the mud basin frame 89 are all removable structures, and the mud basin frame 89 can be either depressed or not depressed into the lower passage 99 depending on the use.
In order to take the mud out to the outside and clean the mud reservoir 90, removing dirt, cleaning, and maintenance can be easily performed by turning it upside down. In order to make it easier for surface water, etc. to flow down into the mud basin section 90, the partition plate 86, partition lid 87, and partition wall 92 are sloped, and the mud basin frame 90, partition plate 86, and partition base 87 are sloped. If you take it out, you will see another through passage 9 which is internally divided.
Since an opening 100 is formed in 9, maintenance, repair, and cleaning can be easily performed, and joints 127 and the like are always provided at locations where water leakage or intrusion is to be avoided. The partition plate 86, the partition lid 87, the mud basin frame 89, the lid, etc. are made separately from the main body, and gaps are provided for ease of construction.When using waste water such as sewage inside the through passage 99, Since the inside of the through passage 99 is sealed, a ventilation chamber 97 and ventilation holes 98 are provided to discharge impurities such as sludge and gas generated due to other conditions to the outside. The upper part of the ventilation room 97 and ventilation hole 98 is constructed so that the hole is discharged to a raised part such as the single lid of the ceiling 81 or the curb 105 or the L-shaped lid 103, and the opening part that is the hole is constructed. By providing a ventilation hole M111 in the chamber, the structure prevents water from entering and allows only gas to be discharged to the outside. Of course, since it is sufficient to discharge the gas, it is also possible to construct an opening for discharging it into the ground, and also use other structures such as sewage, other running water, cables, electricity, telephones, wired, etc. As a composite system with integrated functions that allow water and gas to flow through, it can be effectively connected and used in any internally divided structure. Purpose of use: Penetrating objects are water such as falling snow water, agricultural water, miscellaneous water, factory wastewater, rainwater, surface water - sewage, sewerage, cables, electricity, telephone and communications, water supply, gray water, etc. corresponds to a composite bulkhead pipe 121 which can also be used for gas pipes, etc., and a connection structure for other single integrated pipes, gutters, workpieces, etc. The through passage 99 in the composite wall may be different depending on the type of connection structure.
The configuration is such that it can accommodate nine numbers. The construction site is not limited to the roadside strip, road width, environmental facility zone, or other possible construction site. An integrated structure of a culvert and a street culvert, or a single pipe, gutter, structure, or individual aggregate, with a configuration that corresponds to each connection as a single composite building, and other structures as a mass. It has essential working, cleaning, and maintenance functions as a connection to the equipment. In addition, when using this composite system, in order to increase the functional capacity after construction, it is constructed in accordance with other on-site construction and connecting structures, and the split type frame is used for new construction when the number of through-ways increases in the future. Only the building frame has to be transformed, the internal structure has been divided into various parts, and the materials and composition have been adjusted to make it water-permeable and even more solid.・Manufacture a cell made of materials such as plastic, rubber, permeable concrete, IL, cast iron, etc., and have a structure in which moisture due to humidity and unnecessary substances inside the cell are collected in a certain cell and discharged to the outside. .

Therefore, with a configuration in which one cell is divided into two or more sections, there is a wide variety of capabilities for connecting with other penetrations and workpieces, and if you use the branch pipe openings of the cell, you can connect running water, cables, telephones, etc. Electricity - cables, water, gas, etc. can be connected to building structures, private land, and other external purposes, so construction is easy if you configure it according to the purpose regardless of the type, and the construction site can be multiplexed in one box. Therefore, it does not require a narrow space, so it can be placed anywhere, it can be easily backfilled and compacted, it prevents sinking and subsidence of the buried area, and it is economical and construction costs are reduced because the functions are consolidated in one box. , construction is simple and efficient with few construction obstacles,
It is easy to maintain and manage, and if it is made permeable, surface water such as rainwater can permeate underground, preventing vegetation depletion.
It can restore the groundwater level, prevent ground subsidence, and prevent sudden inflows into rivers, pipes, and gutters due to localized heavy rain, so it can suppress inundation and flooding, and if it is a water collection type, it can also be used for ground improvement, etc. In addition to water, it is a complex system that can effectively utilize underground space to store cables, electricity, telephones, communication equipment, water and gas, etc.

[Brief explanation of the drawing]

Figure 1 is a plan view of an open channel type composite bulkhead. Figure 2 is a front view of the same invention. Figure 3 is a front center sectional view of the same invention. Figure 4 is a plan view of another open channel type composite bulkhead. The plan view Figure 5 is as follows.
FIG. 6 is a perspective view of the same invention, and FIG. 7 is a front view of another open channel type composite bulkhead.
FIG. 8 is a front center sectional view of the same invention; FIG. 9 is a perspective view of the partially permeable open-drain type composite bulkhead; FIG. 10 is a perspective view of a fully permeable open-drain type composite bulkhead. Figure 11 is a front center cross-sectional view of an open-drain type composite partition VI. Figure 12 is a plan view of an open-drain type composite bulkhead with a curb. Figure 13 is a perspective view of the same invention. FIG. 15 is a cross-sectional view taken along the line I-A of the invention. FIG. 16 is a plan view of the upper part of the main body of the open-drain type split composite bulkhead. FIG. 17 is a plan view of the lower part of the main body of the invention. 18 is a front center sectional view of another open-drain type split composite bulkhead. FIG. 19 is a front center sectional view of an open-drain type split composite partition plate. FIG. 21 is a plan view of the divided composite partition wall, FIG. 22 is a sectional view taken along line B-B of the same invention, and FIG. 23 is a plan view of the underdrain type composite partition wall.
FIG. 24 is a front view of the mud basin frame of the same invention. FIG. 25 is a perspective view of the mud basin frame of the same invention. FIG. 26 is a sectional view taken along the line C-C of the same invention. 28 is a plan view of a culvert-type composite bulkhead with a curb step; FIG. 29 is a perspective view of the invention; FIG. 30 is a sectional view taken along line D-D of the invention. FIG. 31 is a detailed explanatory diagram of the same invention. FIG. 32 is a plan view of another underdrain type composite partition wall. FIG. 33 is a sectional view taken along line E-E of the same invention. -F line sectional view Figure 35 is a perspective view of the upper part of the main body of the underdrain type split composite bulkhead cell. Figure 36 is a perspective view of the lower part of the main body of the same invention. Figure 37 is a perspective view of the same invention. Fig. 39 is a perspective view of a culvert type split composite bulkhead with a wide section; Fig. 40 is a sectional view taken along the line G-C of the same invention; Fig. 41 is a sectional view taken along the line H-H of the same invention; FIG. 42 is a plan view of a divided composite partition wall; FIG. 43 is a perspective view of the same invention; FIG. 44 is a plan view of a partially permeable underdrain type composite partition wall. FIG. 45 is a J-JllIlfi side view of the same invention. FIG. 46 is a side view of the same invention. FIG. 47 is a perspective view of a mud basin frame of the same invention. FIG. 48 is a perspective view of the same invention. Figure 50 is a perspective view of a partially permeable culvert-type composite bulkhead with curb steps. Figure 51 is a front center sectional view of another open-drain type split composite partition plate. Figures 52 to 54 are perspective views of a partially permeable underdrain type split composite bulkhead. Figures 55 to 56 are perspective views of a fully permeable underdrain type composite bulkhead. 58 is a plan view of an underdrain type composite partition plate. FIG. 59 is a sectional view taken along the line L-Lli of the same invention. FIG. Fig. 61 is a plan view of the partition plate, Fig. 62 is a front central sectional view of the same invention, Fig. 63 is a side central sectional view of the same invention, and Fig. 64 is a plan view of the culvert type split composite partition plate. Figure 65 is a sectional view taken along line M-M of the same invention; Figure 66 is a front center sectional view of a fully permeable underdrain type composite bulkhead; Figure 67 is a perspective view of a partially permeable underdrain type composite bulkhead with branch pipe openings. , Side views of other partially permeable underdrain type composite bulkheads with branch pipe openings. Figures 68 to 71 are plan views of composite bulkheads. Figure 72 is plan views of composite bulkheads with external bottom chambers. 74 is a cross-sectional view taken along the line N-N of the same invention. FIG. 74 is a plan view of a composite partition wall with a split bottom external chamber. FIG. 75 is a plan view of a composite partition panel with a bottom external chamber. 77 is a cross-sectional view taken along the O-0 line of the same invention. FIG. 78 is a plan view of a composite partition plate cell with a split bottom external chamber. FIG. 79 is a plan view of another composite partition plate cell with a bottom external chamber. FIG. 80, a cross-sectional view taken along line P-P of the same invention, shows Q-Q! of the same invention. 81 is a sectional view taken along the line R-R of the same invention. FIG. 82 is a plan view of another split-type composite partition plate with an external bottom chamber. FIG. 83 is a plan view of another composite partition with an external bottom chamber. Fig. 84 is a plan view of the plate panel, and Fig. 85 is a sectional view taken along line S-S of the same invention, and Fig. 86 is a sectional view of T-T @ of the same invention, which is another composite partition plate with a split bottom outer chamber. FIG. 87 is a plan view of another composite partition plate with an external bottom chamber. FIG. 88 is a sectional view taken along the line U-U of the same invention. FIG. 89 is a sectional view taken along V-Vll of the same invention. Figure 91 is a plan view of another split-type composite partition plate with an external bottom chamber. Figure 92 is a plan view of another split-type composite partition plate with an external bottom chamber. Figure 93 is a plan view of the partition plate. Figure 94 is a partial front sectional view of a composite partition plate with a partially permeable bottom external chamber. Figure 94 is a plan view of a composite partition plate with a culvert-type upper external chamber. FIG. 96 is a cross-sectional view taken along line W-W of the same invention. FIG. 96 is a plan view of a split type underdrain type composite partition plate cell with an upper and outer chamber. FIG. 97 is a plan view of another underdrain type compound partition plate cell with an upper and outer chamber. Figures 98 to 99 are front center cross-sectional views of other underdrain type composite partition plate cells with upper and outer chambers. Figure 100 are front center cross-sectional views of open-drain type composite partition plate cells with upper and outer chambers. 102 is a plan view of a composite partition plate cell with a split-type upper and outer chamber. FIG. 103 is a plan view of another culvert-type compound partition plate cell with an upper and outer chamber. Figure 104 is
Figure 105 is a plan view of another split type culvert type composite partition plate with an upper exterior chamber. Figure 106 is a plan view of another split type composite partition plate with an upper exterior chamber. Fig. 107 is a plan view of another composite partition plate with an upper external chamber. Fig. 108 is a plan view of another composite partition plate with an upper external chamber. 11 11. Figure 9 is a plan view of a cut-off board, and Figure 0 is a plan view of another culvert-type composite partition plate with an upper external chamber, and Figure 1 is a cross-sectional view taken along the Y-Y line of the same invention. Figure 2 is a plan view of a composite partition plate with a molded upper external chamber. Figure 3 is a plan view of another composite partition plate with an upper external chamber. Figure 4 is a plan view of another split type composite partition plate with an upper external chamber. Figure 5 is a plan view of another composite partition plate with an upper external chamber. Figure 5 is a plan view of another split-type composite partition plate with an upper external chamber. Figure 6 is a plan view of another composite partition plate with an upper external chamber. Plan view Figure 7 is a plan view of a split-type composite partition plate with an upper outer chamber. Figure 8 is a plan view of a composite partition plate with an upper outer chamber. Figure 119 is a plan view of another split-type composite partition plate with an upper outer chamber. Fig. 120 is a plan view of the cell, Fig. 121 is a plan view of a composite partition plate cell with an assembled upper and external chamber, and Fig. 122 is a sectional view taken along the Z-Z line of the same invention.
Fig. 123 is a plan view of another prefabricated composite partition plate with an upper external chamber, and Fig. 124 is a sectional view taken along line A of the same invention.
Fig. 125 is a plan view of the bypass type composite partition plate, and Fig. 126 is a cross-sectional view taken along the E-I line of the same invention.
Fig. 127 is a plan view of another prefabricated composite partition plate with an upper external chamber, and Fig. 128 is a sectional view taken along the line of the same invention.
129 to 132 are cross-sectional views taken along the E-line of the same invention.
FIG. 133 is an exploded view of the same invention; FIG. 134 is a front center sectional view of a partially permeable composite partition plate with an upper external chamber; and FIG. 135 is a partially permeable assembled type with an upper external chamber. Fig. 136 is a front center sectional view of the composite partition plate, Fig. 137 is a plan view of the external chamber type compound partition plate, and Fig. 138 is a sectional view of the Kerr force line of the same invention.
Fig. 139 is a plan view of a split type external room type composite partition plate; Fig. 140 is a plan view of another external room type composite partition plate; Fig. 141 is a sectional view of the Kerr force line of the same invention;
Fig. 142 is a cross-sectional view along the line of the same invention; Fig. 143 is a plan view of another split external room type composite partition plate; Fig. 144 is a plan view of another external room type composite partition plate of the same invention; Figure 145 is a cross-sectional view along the Cook line of
FIG. 146 is a sectional view taken along the Koke line of the same invention. FIG. 147 is a plan view of another split-type external chamber type composite partition plate cell. FIG. 148 is a plan view of another external chamber type compound partition plate cell. Figure 149 is a plan view of a split external room type composite partition plate, and a front view of a partially water-permeable composite partition plate with an upper external chamber is shown in Figure 150. , Fig. 151 is a plan view of a composite partition plate with an underdrain type bottom step, and Fig. 152 is a sectional view along the Koko line of the same invention.
Fig. 153 is a cross-sectional view along the Sasa line of the same invention. Fig. 154 is a plan view of a composite partition plate with a stepped external chamber at the bottom and a composite partition plate with an external chamber at the bottom step. Figure 155 is a sectional view taken along the Seuss line of the same invention. Figure 156 is
Figure 157 is a cross-sectional view along the line of the same invention, and Figure 158 is a front center view of a partially permeable composite partition plate with an external chamber for a mud basin with a step difference in the bottom. Fig. 159 is a plan view of a composite partition plate cell with a one-separated bottom step mud storage external chamber, Fig. 160 is a front view of a vertical open channel type compound partition cell, and Figs. , FIG. 165 is a front view of another tandem open-drain type composite bulkhead, FIG. 166 is a perspective view of a tandem crypt-type compound bulkhead, and FIG. 167 is a sectional view along the so-so line of the same invention.
Figure 168 is a front center sectional view of a partially open column composite bulkhead. Figure 169 is a front center sectional view of another vertical open drain type composite bulkhead. Figure 170 is a perspective view of a vertical culvert type composite partition panel. Figure 171 is a cross-sectional view along Tatar line of the same invention.
Figure 172 is a front center cross-sectional view of another longitudinal open-drain type composite partition plate cell. Figure 173 is a perspective view of a vertically permeable longitudinal culvert type composite partition plate cell (partially permeable type). FIG. 174 is a front center sectional view, FIG. 175 is a perspective view of the conversion composite bulkhead with a lid, and FIG. 176 is a side center sectional view of the same invention.
FIG. 177 is a perspective view of a conversion composite partition wall according to the invention; FIG. 178 is a perspective view of another conversion composite partition wall with a cover; FIG. The 180 figure is
FIG. 181 is a perspective view of another conversion composite bulkhead with a lid, and FIG. 182 is a side sectional view at the center of the same invention.
FIG. 183 is a plan view of another converted composite bulkhead; FIG. 184 is a plan view of the mud basin frame of the same invention; FIG. 185 is a perspective view of the same invention; FIG. 186 is a sectional view taken along the line of the same invention; Fig. 187 is a plan view of the conversion composite bulkhead with a long section, and Fig. 188 is a sectional view taken along the line of the same invention.
Fig. 189 is a perspective view of the same invention, Fig. 190 is a perspective view of a conversion composite bulkhead with sub-pipe, and Fig. 191 is a side cross-sectional view at the center of the same invention.
Fig. 192 is a side center sectional view of a conversion composite partition wall case with a split-type sub-pipe; Fig. 193 is a side-center sectional view of a conversion compound partition wall case with another split-type sub-pipe; Fig. 194 is a plan view of the square, and Fig. 195 is a sectional view taken along the Taete line of the same invention.
Fig. 196 is a plan view of the slope conversion type composite partition plate, and Fig. 197 is a sectional view taken along the Thoth line of the same invention.
Fig. 198 is a plan view of another converted composite partition plate with a long section, and Fig. 199 is a sectional view taken along the Nana line of the same invention.
Fig. 200 is a plan view of another converted composite bulkhead with a long section, and Fig. 201 is a sectional view taken along the Noonu line of the same invention.
202 to 204 are sectional views taken along the line 2-2 of the same invention.
Fig. 205 is a plan view of another conversion composite bulkhead with a long section; Fig. 206 is a plan view of a conversion composite partition plate with an external bottom chamber; Fig. 207 is a sectional view along the main line of the same invention;
FIG. 208 is a sectional view taken along the Nono line of the same invention. FIG.
FIG. 211 is a perspective view of a partially permeable conversion composite bulkhead with sub-pipe, and FIG. 212 is a cross-sectional view along the Heehi line of the same invention.
Figures 213 to 217 are side cross-sectional views of the partial water permeability conversion composite partition wall with split sub-pipe. Figure 22 Figure 22 8 is a front center sectional view of a split-type composite multipurpose cell. Figure 9 is a front center sectional view of another composite multipurpose cell. Figure 0 is a front center sectional view of a composite multipurpose cell with an external bottom chamber. Figures 2 to 223 are front center cross-sectional views of another composite multipurpose cell with a split type bottom external chamber. Figure 4 is the front of another composite multipurpose cell with a bottom external chamber. Figure 5 is a front cross-sectional view of another split-type composite multipurpose cell with an external chamber. Figure 6 is a front central cross-sectional view of a composite multipurpose cell with an external chamber. Figure 8 is a front central sectional view of another composite multipurpose cell with an external bottom chamber. Figure 231 is a front center cross-sectional view of a multi-purpose bulkhead cell. Figure 232 is a front center cross-sectional view of another vertically divided vertical type compound multi-purpose bulkhead cellar. Figure 234 is an explanatory diagram of the use of one vertical type composite bulkhead. Figure 234 is a front center sectional view of another composite multiple bulkhead with an external bottom chamber. Figure 235 is an overflow type vertical type composite bulkhead. 236 is a plan view, and FIG. 237 is a sectional view along the hoof line of the same invention.
Fig. 238 is a cross-sectional view along the Hoch line of the same invention; Figs. 239 to 240 are cross-sectional views along the Hohch line of the same invention; Fig. 241 is a side-center cross-sectional view of another overflow type tandem type composite multipurpose bulkhead; Fig. 242 is a plan view of the overflow type composite multi-purpose bulkhead, and Fig. 243 is a sectional view along Marma line of the same invention.
Fig. 244 is a sectional view along the Mimi line of the same invention; Fig. 245 is a sectional view along the Moum line of the same invention; Fig. 246 is a lateral central sectional view of another overflow type composite multi-purpose bulkhead; Figure 247 is a front center cross-sectional view of a multi-purpose bulkhead cell. Figure 248 is a front center cross-sectional view of a composite bulkhead cell with branch pipe openings. Figures 250 to 251 are side views of another composite bulkhead with branch pipe ports. Figures 252 to 253 are perspective views of another composite bulkhead with branch pipe ports. Figure 255 is a plan view of the upper external chamber type composite partition plate with technical tubes. Figure 256 is a plan view of the bottom external chamber type composite partition plate cell with technical tubes. Figure 257 is a plan view of a cast-in-place composite frame Figure 258 is a sectional view along the Mehme line of the same invention Figure 259 is a sectional view along the Mohme line of the same invention Figure 260 is a plan view of another cast-in-place composite frame. Figure 261 is a front central sectional view of a permeable cast-in-place composite cell. Figure 262 is an explanatory diagram of the use of another composite multipurpose cell with an external bottom chamber. Figure 263 is another split type composite multipurpose cell. Figure 264 is a front center cross-sectional view of a composite bulkhead cell with ventilation holes. Figure 265 is a front center cross-sectional view of another composite bulkhead cell with ventilation holes. Figure 266 is another partially permeable type. Figures 267 to 268 are illustrations of one embodiment of the composite bulkhead system of the present invention. Figures 269 to 272 are illustrations of the connection method. Bulkhead, 2.Open channel type composite bulkhead. 3. Partially permeable open channel composite bulkhead, 4. Fully permeable open channel composite bulkhead, 5. Open channel composite partition plate, 6. Open channel composite bulkhead with curb, 7. Open channel. Divided composite partition wall, 8. Open-drain type divided composite partition plate, 9. Underdrain-type composite bulkhead, 10. Underdrain-type composite bulkhead with curb step, 1.
1. Underdrain type split composite bulkhead. 12. Underdrain type split composite bulkhead with wide section. 13. Insert type underdrain type split composite bulkhead. 14. Partially permeable underdrain type composite bulkhead. 15. Partially permeable culvert type composite bulkhead with curb steps First, 1
6. Partially permeable culvert type split composite bulkhead First. 17. Fully permeable culvert type composite partition wall. 18. Underdrain type composite partition plate. 19. Underdrain type split composite partition plate. 2.
0. Fully permeable underdrain type composite bulkhead, 21. Partially permeable underdrain type composite bulkhead with branch pipe opening, 22. Composite bulkhead with bottom external chamber. First, 23. Split type composite bulkhead with bottom external chamber 124.
Composite partition plate with bottom external chamber, 25. Composite partition plate with split type bottom external chamber, 26. Composite partition plate with partially permeable bottom external chamber, 27. Composite partition plate with culvert type top external chamber. 28・Split type culvert type - Composite partition plate with upper external chamber, 29・Open channel type Composite partition plate with upper external chamber, 30・Split type composite partition plate with bottom external chamber First, 31
- Composite partition plate with upper external chamber First, 32 - Assembled type composite partition plate with upper external chamber, 33 - Bypass type composite partition plate First, 34 - Partially permeable type composite partition plate with upper external chamber. 35.Partially permeable assembled type composite partition plate with upper external chamber, 36.External chamber type composite partition plate.37.Split type external chamber type composite partition plate.38.Open channel type composite partition plate with bottom step. , 39. Composite partition plate with culvert type bottom step, 40. Composite partition plate with bottom step external chamber, 4
1. Composite partition plate with external chamber for mud basin with different bottom steps First, 42. Composite partition plate with external chamber for partially permeable mud basin with stepped bottom steps, 43
・Composite partition plate with split-type bottom stepped external chamber, 44・Split-type compound partition plate with bottom stepped mud basin external chamber 45・Vertical culvert type composite bulkhead, 46-Vertical culvert type composite bulkhead,
47 - Partially open conduit type composite bulkhead, 48 - Vertical open conduit type composite partition plate, 49 - Vertical open conduit type composite partition plate, 50 - Partially permeable vertical conduit type composite bulkhead, 5 Toggle lid Conversion composite bulkhead first, 52 Conversion composite bulkhead, 5
3. Conversion compound bulkhead with wide section, 54. Conversion compound bulkhead with secondary pipe, 55. Conversion compound bulkhead with split type sub-pipe, 56. Conversion compound partition with large section, 57. Slope conversion Type composite partition plate First, 58. Conversion composite partition plate with bottom external chamber. 59. Partially permeable conversion composite bulkhead with stepped section. First, 60. Partially permeable conversion composite bulkhead with secondary pipe.
61・Partial water permeability conversion composite bulkhead with split sub-pipe, 62
・Multiple multipurpose cell, 63・Split type complex multiverse, 64・Composite multiverse with bottom external chamber, 65・Composite multiverse cell with split bottom external chamber, 66・Complex multipurpose cell with external chamber, 67・Split type external chamber Composite and diverse. 68・Vertical type composite and diverse bulkhead First, 69・Split type vertical type composite and diverse bulkhead masu, 70・Overflow type vertical type composite and diverse bulkhead First, 7 two-bar flow type composite and diverse bulkhead First, 7
2. Partially permeable type composite bulkhead with external chamber at the bottom, 73. Partially permeable vertical type composite bulkhead. First, 74. Composite bulkhead with branch pipe opening. 75・Top external chamber type composite partition plate with technical pipes, 76・Bottom external chamber type composite partition plate with technical pipes, 77・External chamber type composite partition plate with branch pipes, 78・Forged on-site composite first, 7
9. Water-permeable cast-in-place composite cell 80. Composite partition wall with ventilation holes, 81. Top 82. Large opening, 83. Total f71!
, 84. Gretching base, 85. Crotch section, 86. Partition plate, 87. Partition lid, 88. Partition step section, 89. Mud basin frame 90. Mud basin section, 91. Step section, 92. Partition wall, 93. Overflow bulkhead, 94, outer wall, 95, bottom 296, external chamber, 97, ventilation room, 98, ventilation hole, 99, through passage, 1
00・Opening, 101・Water hole, 102・Adjustment lid, 10
3. L-shaped lid 104. Curb step, 105. Curb, 106
・Permeable concrete, 107・auxiliary pipe, 108・branch pipe 0
．． 109・Branch pipe, 110・Step, 111・Ventilation hole cover, 1
12-connection port, 113-discharge port, 114-bypass path,
115・Base, 116・Bracket, 117・Support stand, 118・Protective basket, 119・Work management and maintenance room, 120
- Manhole, 121 Composite bulkhead conduit, 122. Attachment is pipe, 123. Jaw section. 124-concave part, 125-convex part, 126・Packing 127
・Joint part, 128・Connection plate, 129・Flange, 130
・Bolt, 13 nut, 132・Road surface, 1.33-perforated pipe, 134・Invert 135・Bolt hole, 136・
Rainwater pipe, 137・Sewage pipe, 138・Connection surface, 139・Bulkhead cover, 140・Concrete, 141・Cross culvert Special culvert Applicant Shigeaki Sugiyama Figure 5 Figure 2 Figure 6 Figure 3 Figure 4 Figure 8 Figure 9 Figure 13 Figure 1O Figure 11 Figure 15 Figure 12 Figure 16 Figure 36 Figure 37 Figure 41 Figure 38 Figure 39 [ ] Figure 43 Figure 44 Figure 45 Figure 50 Fig. 46 Fig. 51 Fig. 69 Fig. 73 Fig. 70 Fig. 74 Fig. 71 [N Fig. 75 Fig. 72 Fig. 76I7I Fig. 178 Fig. 176 Fig. 180 Fig. 187 Fig. 1'KJ Fig. 269 Fig. 271 Figure 270 Figure 272 Procedures Amendment Book December 20, 1999 Patent No. 275788 of 1988 Reh Tetsukoke Title of the invention Composite Person who makes the amendment First of all Relationship with the case Person who makes the amendment #t Force f Kafuke/ka? Address: 2-ts Shinjo Nakamachi, Nakahara-ku, Yozaki-shi, Kanagawa Prefecture 4. Date of amendment order "voluntary" 5. Number of claims increased by amendment Specification, scope of claims ■ First, an opening that constitutes a supporting convex part, a partition step, or a stepped part is formed in the outer wall or partition wall inside the center of the building frame, and a top opening that connects with the connection opening for each through path on the side surface of the outer wall or partition wall is formed. First of all, a box-shaped frame with a box-shaped structure is formed into one piece and a split type, and a projecting connection surface portion having the same shape as the through-path structure connected to the corresponding box is formed. Is it mud that has an insertion hole with a threaded structure embedded in the opening that constitutes the partition step or step? ATS body, partition board,
A composite cell according to claim 1, in which a partition base or other lid is placed. 3. The compound according to claim 2, wherein the mud basin frame, partition plate, partition lid, or other lid has an interlocking cut connected to the insertion hole in the partition wall or outer wall. 4. Insert an opening that matches the insertion hole of a parallel plate or an angled fixing plate into the insertion hole of the mud basin frame, partition plate, partition lid, or other lid placed in the opening of the outer wall or partition wall. The compound cell set forth in claim 3 of the patent. 5. First, the frame itself is divided into the bottom, bulkhead, and main part,
The composite cell according to claim 4, which comprises a partition step when assembled. Claims 4, 5, and 6 describe a composite cell 7 comprising a notch in the connecting surface portion for inserting the entire outer wall of the through-path I into the outer wall that corresponds to 6°, and a slope formed in the partition lid and the partition wall. Composite of first. 8. #I A composite structure in which the conduit connection surface and the underdrain connection surface are the same. 9. First, the attachment to the connecting surface of the building frame is made up of multiple parts with varying angles, curves, and the size of the connecting surface. 10. A composite structure in which the connection surface is configured as a bypass conduit divided into upper, lower, left, and right sections so that the through passages inside the frame frame do not coincide vertically. 11. Composite pipes with sub-pipe integrated or split into the partition wall or bottom of the cell. 12. The composite according to claims 4, 5, 7, 8, 9, and 10, which is constructed using uneven parts, joints, packing, flanges, bolts, iron plates, rubber, etc. in the pedestal part of the connection part. Masu. 13. Composite structure with perforated parts and permeable concrete in the bulkheads and outer walls of the main frame to accommodate penetration paths. 14. The composite according to claim 13, wherein a perforated pipe or a branch pipe is connected to the perforation in the outer wall of the frame frame. January 31, 1990

Claims (1)

[Claims] The structure of the main body has a through-path structure that opens to the ground surface and a through-path structure that does not open to the ground, and a through-path structure that is compatible with both. The mud storage frame is further equipped with external rooms, ventilation rooms, ventilation holes, and openings, and depending on the structure, secondary pipes, branch pipe openings, and branch pipes are installed.The interior is made composite, and depending on the connecting structure, permeable concrete and water holes are also installed. Compose a composite.