JP2002371625A - Structure, foundation, traffic system, and installation system - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a structure, a foundation, a traffic system, and an installation system which are of a symbiotic and circulating type, and available even on slope areas like hills and beaches. SOLUTION: The structure is constructed by pin-connecting or hinge-connecting a length- adjustable top chord and inclined members together to form a triangular pyramid-like unit frame, and sequentially connecting the unit frames thus formed together in a diagonal or vertical direction, or like steps, like a polygon, or like a line to obtain a one-piece three- dimensional truss, as a structural skeleton. The assembled foundation is constructed by sequentially connecting blocks with sufficient strength and durability to each other in a diagonal or vertical direction, tying the blocks by reinforcing bars or prestressing wires in one body, and fixing the blocks to the ground by earth anchors. The assembled foundation can cope with differential settlement. The traffic system is built by providing a longitudinal traffic line formed of an overhead diagonal elevator and a vehicle/material conveying cable, and a transverse traffic line for pedestrians and vehicles, along contour lines, and implementing three dimensional intersection between the longitudinal traffic line and the transverse traffic line. The installation system of the environment symbiotic and circulating type or of a self- completed type, mainly consists of component factors including rainwater utilization, drainage circulation, natural energy utilization, hydrogen storage, and fuel cell utilization.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a recyclable building, a foundation, a transportation system and a facility system which can be used on a slope such as a mountain and a beach, and which can be recycled and reused.

[0002]

2. Description of the Related Art Although intensive living in cities is convenient, living spaces are narrowed and many densely populated areas are generated.
Nowadays, the technology of information, transportation, facilities, etc., and the distribution system have advanced, so in Japan where most of the mountains and beaches are occupied, it is possible to concentrate living in cities and disperse living in mountains and beaches. In addition, for citizens living in urban areas where the nature has become scarce, it is highly significant to go to resorts in mountains and beaches. Conventionally, when building a building for living or the like on a slope such as a mountain or a beach, it has been necessary to cut down trees, build a road, and build a residential area. This resulted in the destruction of the mountains and beaches.
In addition, from the viewpoint of forming a recycling-based society,
Foundations, transportation systems and equipment systems have problems with small resources, recycling and reuse.

[0003]

One of the effective uses of the sloped land such as Yamano is artificial ground with a space truss. However, many artificial grounds so far are intended for cities, such as Yamano. In order to build on a sloping land, it is necessary to approach heavy machinery such as large cranes, spoil the natural scenery, and there are many types of pillars, connecting members, etc. There was a problem.

In order to build a building on a slope such as a mountain, there is a method of burying a part of the first floor or making a lower part of the ground floor, but in the former case, it leads to natural destruction, and landslides occur. Construction costs were high due to waterproofing, etc. In the latter case, there was a weak point where horizontal force due to the earthquake concentrated on the piloti.

Although a space truss that is mechanically stable, lightweight, and economical has been used as a framework for artificial ground, the inclined member has an internal slope for use as a building that can be used for living. There was a problem that hindered use.

[0006] Further, floor members have been replaced with a strong tendency to use one-piece materials such as concrete, and consideration for reuse has been insufficient.

[0007] Although there is an idea of an assembling foundation, it is necessary to lean on heavy equipment such as a crane truck due to its weight, and there is a problem in the construction on an inclined land, and the size can be freely changed according to the load of a building. However, even if it is reused, it is limited to buildings such as certain standard houses, and it can not easily cope with uneven settlement, and if it is used on slopes, landslides will collapse There was a problem of correspondence.

A road is required to construct a building on a slope such as Yamano and to live there.
We had to create a wall and the like, which destroyed Yamano's nature.

[0009] Further, since the conventional sloping elevator is constructed such that the shaft is installed after the slope is made flat, this also involves a natural destruction. It cannot be easily crossed with an orthogonal sidewalk.

[0010] It is not easy to draw clean water and discharge the waste water to mountains and the like, and there is a technique for treating rain water and circulating the waste water to the waste water and the like. There is a problem how to handle.

There is also a problem in the method of laying pipes on the premise of treating garbage in the area, sludge from a wastewater treatment facility, supplying power, and preserving nature.

Therefore, the present invention has been made in view of such a problem, and is suitable for a slope such as a mountain or a beach.
It is another object of the present invention to provide a building that can be standardized, replaced, and reused in harmony with the natural environment.

[0013] In addition, minimizing the destruction of the natural environment, the size can be arbitrarily changed by a single combination,
The purpose is to provide an assembly base that can be reused and that can cope with uneven settlement and landslides.

It is another object of the present invention to provide a natural environment-conserving transportation system and a circulating, self-contained equipment system particularly suitable for slopes such as mountains and beaches.

[0015]

In order to achieve the above object, a building according to the present invention comprises a triangular pyramid-shaped unit frame which is joined to each other by means capable of easily joining and disassembling an upper chord member and an inclined member. A horizontal truss is inserted in such a way as to connect the upper chord intersections, and an integrated three-dimensional truss or a triangular pyramid-shaped unit frame that uses the upper chord as a truss beam is arranged diagonally and horizontally at regular intervals. It is characterized in that a floor member is attached to the upper part of the space truss connected and integrated by beams.

The triangular pyramid-shaped unit frames are connected diagonally laterally, an upper chord connecting member is inserted so as to connect the intersections of the upper chord members, and the lower part of the inclined member is connected with the lower chord material to form an integrated three-dimensional truss. The floor truss is characterized in that a floor member is attached to the upper chord material or the lower chord material of the three-dimensional truss which is connected and integrated stepwise.

The triangular pyramid-shaped unit frames are connected diagonally horizontally, and upper chord connecting members are inserted so as to connect the intersections of the upper chord materials to form an integrated three-dimensional truss. One or more horizontal members are inserted, and a multi-layered structural frame is formed by joining an inclined member. A multi-layered structural frame is formed by extending an upside-down inverted inclined member and grounding, and a triangular pyramid-shaped unit frame is continuously connected in a polygonal shape. In the same manner as described above, a floor structure is provided above each layer of a multi-layered structural frame in which a horizontal member is inserted, or a multi-layered structural frame in which triangular pyramid-shaped unit frames are horizontally and vertically connected and integrated such that an inclined member comes to the outside. A member or a roof member is attached.

A three-dimensional truss formed by joining the inclined members of the triangular pyramid-shaped unit frame so that their intersection points are below the center of gravity of the triangular shape in a plane, and alternately and integrally connecting the triangular pyramid-shaped unit frames horizontally. Alternatively, the triangular pyramid-shaped unit frames are horizontally connected in a row or plural rows, and the lower ends thereof are connected by lower chord members.
It is characterized by having a space truss made by facing new triangular pyramid-shaped unit frames formed by joining the newly installed inclined members to each other.

The triangular pyramid-shaped unit frames are connected diagonally laterally, an upper chord connecting member is inserted, and a lower part of the inclined member is connected with a lower chord material to form an integrated three-dimensional truss. Alternatively, triangular pyramid-shaped floats having a triangular shape having a plurality of sides as three sides and having an upper surface are continuously or arranged at regular intervals, and are integrally connected to the lower portion of the three-dimensional truss, or upper chord members are formed as truss beams. Pyramidal unit frames are installed diagonally and horizontally at regular intervals, connected by truss beams, a floor member is attached to the upper part of the integrated three-dimensional truss, a float is connected to the lower part, and a sensor that detects water depth, wave height, and flow velocity , A floating structure to which a control panel, a hoist, a pull cord and an anchor or an earth anchor are attached.

[0020] The triangular pyramid-shaped unit frame can be made into the same type of pyramid-shaped unit frame if necessary.

Small beams are attached at equal intervals in parallel with the upper chord or horizontal member to form lattice beams at appropriate intervals, or joints are formed at intersections between the upper chord or horizontal member and the small beams and at the intersections of the small beams and small beams. Install the bundle, connect the lower part of the bundle and the upper chord material or the horizontal member with the lower chord material, construct a truss-like lattice beam, and easily make a floor panel with a length of one side of 1 / N (integer) of the lattice beam length on this upper part It is characterized in that it is attached by means capable of being disassembled and disassembled.

[0022] Both ends of the inclined member are hinged,
The height of the upper chord material can be adjusted only by adjusting the length of the inclined member, and this inclined member can be expanded and contracted by screwing the tip part and the shaft tube or shaft rod, and one or more shaft tubes or It is characterized in that it can be made to any length by joining the shaft rods, and furthermore, it is also possible to insert a Y-shaped metal into the joining portion, and to reinforce a steel wire at these three ends and both ends of the inclined member.

The inclined member is integrated with a plurality of shaft pipes having different diameters so as to be extendable and contractible like a fishing rod, assembled on a ground surface, and after being lifted or jacked up, the shaft pipes are joined to each other, or the inclined member has a built-in jackie. It is characterized in that it is assembled on the ground surface, jacked up, and permanently installed.

The truss is characterized in that a truss is formed in a plane surrounded by upper chords or inclined members of the triangular pyramidal unit frame or the quadrangular pyramid unit frame.

In order to achieve the above object, the foundation of the present invention is to lay out blocks of equal thickness having sufficient strength and durability, such as concrete blocks, vertically and horizontally or diagonally on the ground without any gaps, and to pull them with a steel rod for tensile force. To form a base of the foundation, and the above-mentioned blocks are stacked on one or more stages, and these and the base are subjected to tensile force with steel rods to assemble the foundation of the combined foundation, and between each independent foundation. Necessary assembling foundation with foundation beams, such as concrete blocks and other blocks with sufficient strength and durability laid out in the form of bars, and these blocks and the independent foundations are combined by applying tensile force with steel rods or PC steel wires. A bar or tube is used as the core, and one or more helically processed plates are attached to it, or it can be integrally formed and press-fitted. It is fixed to the ground with the built earth anchor, and also takes the space for jacky insertion under the base plate on the foundation and the extra length of the anchor bolt upper part, jacks up the base plate after differential settlement, grouts or grouts between the base plate and the foundation. And the level can be adjusted.

The transportation system according to the present invention is characterized by having the following components. 1. A terminal will be set up on the road near the slope, and a general parking lot and a commercial parking lot will be set up. 2. A sloping passenger elevator and a cable for transporting vehicles and goods are provided imaginarily as vertical lines starting from the terminal, and are connected to the general parking lot and the business parking lot in a traffic line. 3. Pedestrian and vehicle roads are imagined or provided on the ground along the contour lines, cross over the vertical movement lines, and connect each to the passenger sloping elevator and the vehicle / material transportation cable in a traffic flow manner. .

The equipment system according to the present invention is characterized by having the following configurations. 1. Collects rainwater into a rainwater pond or tank and screens,
It is put into a storage tank through a sedimentation tank and a sedimentation tank, and the required amount is disinfected and stored in the water receiving layer, and pumped up as needed to store it in the high storage tank. 2. The water in the elevated water tank is used for water supply purposes, and the wastewater is passed through a drainage receiving tank, a screen, and a flow rate adjustment tank, and the necessary amount for the miscellaneous water use is passed to a biological treatment tank. 3. The excess of the flow control tank is passed through a watering / fire prevention tank. 4. The water from the biological treatment tank is put into a miscellaneous wastewater storage tank through a sedimentation tank and a filtration tank, and is pumped up as needed to store the water in a miscellaneous water system high-place water tank. 5. The water in the high water tank for miscellaneous water system is used for miscellaneous water in toilets, cooling towers, car washes, etc., and the drainage water is passed through a drainage receiving tank, a screen, a flow control tank, and a biological treatment tank, and the miscellaneous water is circulated as described above. Let it. 6. Combustion products that need to be discarded, such as garbage, sludge from the sedimentation tank, and thinned wood, are burned in an incinerator, and hot water is supplied or power is generated depending on the calorific value. 7. Generate electricity by wind or sunlight. 8. The electricity is supplied to or supplied to the electrolyzer, the water is electrolyzed, the generated hydrogen gas is stored in a tank, the hydrogen gas is sent from the tank to a fuel cell, and the electric power is supplied from the fuel cell. 9. Ash from the incinerator is used or disposed of as fertilizer.

[0028]

The triangular pyramid-shaped unit frame used in the building of the present invention does not easily deform under any direction of force because all surfaces of the tetrahedron form a triangle, and it is mechanically required. It is the most stable and efficient unit frame. By connecting or arranging these three-dimensionally or three-dimensionally and connecting them with truss beams, and making the structural frame a three-dimensional truss, the structural frame can be reduced in weight, and the structural frame can be expanded, reduced, re- It is easy to use. Further, according to the present invention, since the upper chord member is a truss beam, the upper chord member can be projected outward from the inclined member.

For the above reasons, the members of the triangular pyramid-shaped unit frame may be joined by pin joining or hinge joining, and can be easily assembled and disassembled. Claim 15 and Claim 1
According to the present invention, the upper chord member and the inclined member are hinged to each other, and the inclined member is easily made to have an arbitrary length, so that the unit frame has an arbitrary height. Buildings such as artificial ground, roads, tracks, and buildings can be easily formed on slopes.

Further, claim 13, claim 14, claim 1
5, Claim 16, Claim 17, Claim 18, Claim 1
According to the present invention, the structural frame, the floor, and the foundation members are required to have appropriate length, size,
Since it can be disassembled into its weight, it can be built without damaging the natural environment, even if it is built in a mountain or the like. Furthermore, if the necessary heavy equipment is prepared for construction convenience, the linear building of the present invention can be self-stretched, so that it can be used as a road or a track to transport the heavy equipment without natural destruction. It is possible.

According to the present invention, since the triangular lattice beams have high rigidity, members such as floors, roofs, and solar cells attached to the upper surface thereof may be non-rigid. It can be easily attached, replaced, and disassembled, and may be a gravel sheet on a mesh and a sheet. This can be achieved even on a lattice beam of a quadrangular pyramid-shaped unit frame by reinforcing with a horizontal breath or by giving rigidity to a floor member.

According to the seventeenth and eighteenth aspects of the present invention, a tall building such as a crane or the like also requires heavy equipment and a scaffold for the construction of a tall building by forming the inclined member into a fishing rod shape or a built-in jackie. It can be built without it.

According to the invention described in claim 15, claim 16, claim 17, or claim 18, the building according to claim 1, 2, 3, or 11 can be freely grounded on a slope. Therefore, it is suitable for artificial ground on slopes such as mountains and beaches, and can be used for buildings such as solar power plants. In addition, tree cutting can be suppressed by installing the unit frame avoiding the tree or installing the inclined member and the upper chord avoiding the trunk and branches of the tree.

According to the fifteenth and sixteenth aspects of the present invention, the triangular pyramid-shaped unit frames are continuously connected in a curved shape, and the lower part of the inclined member is connected to the lower chord to form an integral three-dimensional truss. A tertiary curved artificial ground or roof can be obtained by attaching the above.

[0035] Claims 4, 5, 6, and 7
Alternatively, the building according to the eleventh aspect can be used as an architectural structure by attaching a multi-layered artificial ground or exterior material on a slope or flat ground.

The linear building according to any one of claims 8, 9 and 11 is the above-mentioned linear structure.
Alternatively, since the invention can be freely grounded on a sloped land according to the present invention, it is suitable for roads and tracks on a sloped land such as a mountain and a beach, and can easily be formed into a cubic curve.

By inserting a seismic isolation device between the above-described building of the present invention and the foundation, a seismic isolation structure can be obtained by inserting a seismic isolation device such as a damper into an inclined member. It is possible.

In the floating structure according to the tenth aspect, the float has a triangular pyramid, and a sufficient space between the floats and between the float and the floor absorbs the energy of the waves, thereby reducing the influence of the waves on the structures. be able to. In addition, the sensors detect the water depth, wave height and flow velocity, transmit them to the control panel, operate the hoist, and apply tension to the tow rope fixed with the earth anchor, so that the movement and vibration of the building can be eliminated, so that offshore facilities, It can be used at airports. It is also possible to have a ship run under the structure. If the floats have a sufficient interval, the shape may be spherical, cylindrical or rectangular.

According to the present invention, a reusable assembling base and an assembling base with foundation beams can be provided without using heavy equipment such as ready-mixed concrete vehicles and cranes.
According to the present invention described in claim 22, a safe foundation can be formed on a sloped land, and furthermore, according to the present invention described in claim 23, a foundation having a minimum size that allows settlement is possible.

According to the transportation system of the present invention, a sloping elevator for passengers and a cable for transporting vehicles and goods are provided on a slope as a vertical movement line, and pedestrians and vehicles are provided along a contour line as a horizontal movement line. By providing a road, the track length and the road length can be minimized. Furthermore, by making them on the ground or elevated as required, the natural environment can be preserved with almost no need for the formation of cut embankments and walls for laying tracks, roads, and the like, and the three-dimensional intersection of them can be facilitated.

According to the equipment system of the twenty-fifth aspect of the present invention, there is no need for water supply from other sources, no discharge of wastewater to other units, and no disposal of garbage. In addition, solar power generation using the slope, or wind power generation using the wind power on the slope above the ground, water is electrolyzed by the electricity,
Since natural energy can be stocked by storing hydrogen gas necessary for the fuel cell, a circulating, self-contained facility system can be provided. further,
By arranging the vertical piping and the horizontal piping of the equipment along the vertical and horizontal lines of the transportation system, respectively, it is possible to eliminate the destruction of the natural environment and to easily add or replace the piping.

The present invention other than the third, tenth, and twenty-fourth aspects can also be used in flat areas such as an urban area. Also, the present invention described in claim 24 can be used on flat terrain such as an urban area, on a road, on a river, etc. by replacing a skewing elevator and a cable for transporting vehicles and goods with a horizontal movement mechanism.

[0043]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a perspective view showing an embodiment of the building of the present invention, FIG. 2 is a plan view of the same truss structure frame, FIG. 3 is a sectional view taken along line aa of FIG. 2, and FIG. 4 is bb of FIG. It is a line sectional view. The thickness of members such as the upper chord material is omitted to represent a single line. As shown in FIGS. 1 and 2, the building is constructed by joining upper chord members 1 and inclined members 2 to each other to form a triangular pyramid-shaped unit frame 3, which is connected diagonally and horizontally, and upper chord connecting members are connected so as to connect intersections of the upper chord members. 4 and an integrated space truss, and a floor member 6 is attached to the upper part.

FIG. 5 is a plan view showing the joining of the upper chord material and the inclined member.
6 is a sectional view taken along the line cc of FIG. 7, FIG. 7 is a plan view of the lower portion of the inclined member, and FIG. 8 is a front view of the same. First chord material 1 is 3
Since it forms a square shape, it can be joined by a pin bolt 9 which can be easily attached and disassembled. Since the inclined member 2 is hinged to the joining members 8 and 9, it can be attached to the upper chord 2 at an arbitrary angle. And a triangle are formed, so that they are stabilized by hinge joining.

FIG. 9 is a plan view of the first floor of an embodiment in which a house is built using the building as an artificial ground, FIG. 10 is a plan view of a second floor,
FIG. 11 is a side view. The upper chord length is 3 m, and a φ165.2 steel pipe can be used for the upper chord and the inclined member.
In addition, they may be pipe materials or rod materials such as PC concrete, logs, and paper tubes. Since the building forms a triangular lattice beam with the upper chord, it is easy to stop the floor members and some upper chords while avoiding trees. The main room of the building on a triangular lattice beam is composed of hexagons,
It can create a space that is different from a square room. Buildings on artificial ground are structurally composed of a wall-type structure with wall panels attached to the upper chord, a wooden structure with a base attached to the upper chord, and a steel column on the upper chord joint. Any steel structure can be used.

FIG. 12 is a plan view showing the arrangement of the floor panel mounting pedestal, FIG. 13 is a plan view showing the arrangement of the floor panel and the fixing bolts, FIGS. 14, 15 and 16 are sectional views taken along the line dd of FIG.
It is the ee line sectional view, and the ff line sectional view. Since the upper chord has a triangular shape, it is not deformed by horizontal force, and the pedestals 11, 12, and 13 can be easily attached and disassembled by a U-bolt 17. The floor panel 6 is similarly attached by a locking bolt 18. A space between the panels is filled with a heat-insulating material 19 that is free of water absorption and deformable. In this embodiment, the upper chord length is 3 m, and the size of the floor panel is unified as a regular triangle with 1.5 m on each side.

FIG. 17 shows the shaft member 20 and the tip member 2 as the inclined members.
It is shown that the length can be adjusted from L to L + 210 by dividing it by 1 and screwing. 18, 19, and 20
When l = 0 = 0.25 m, the shaft pipe lengths l1, l2, l
3, 14 are 2.0 m, 2.5 m, 3.0 m, respectively.
The length L of the inclined member is 2.0 m by combining a 3.5 m shaft tube.
To 11.0 m. FIG. 20 shows an embodiment in which a Y-shaped hardware 24 and a steel wire 25 are attached to reinforce the inclined member when the length L of the inclined member exceeds 7.5 m. FIG. 21 is a cross-sectional view of the joint of the shaft tube, and the shaft tube 23 is screw-joined by a joint member 26. FIG. 22 shows the shaft tube and Y
FIG. 23 is a sectional view taken along the line g-g in FIG. The Y-shaped metal piece 24 is screwed to the shaft tube 20 and a steel wire 25 is passed through the tip of the Y-shaped metal piece. FIG. 24 is a cross-sectional view of the joint between the shaft pipe, the tip member, and the steel wire mounting hardware. The steel wire fitting 26 is screwed to the tip member 21, and the steel wire 25 is tightened by the tambuckle 27. Although the length of the inclined member has been described above, the same can be applied to the length of the upper chord, the length of the horizontal member, and the length of the lower chord.

FIG. 25 is a plan view of a structural frame of a building, and FIG.
6 is a sectional view taken along the line hh of the above, and FIG. 27 is a perspective view of a triangular pyramidal unit frame. As shown in FIG.
And the inclined member 2 are joined to each other via a joining member 29 and a joining member 10 to form a triangular pyramid-shaped unit frame. The unit frame is disposed as shown in FIG. A truss beam 32 is mounted on the upper chord wire, and its ends are connected by an upper chord connecting material 33 to form an integral three-dimensional truss. A building having the same area as that of FIG. 1 is constructed by the three unit frames, and can be freely connected and extended as a basic unit of the building. Truss-like upper chord 28, truss beam 3
1. The truss beam 32 and the upper chord connecting member 33 may be the same member. In order to build a two-story house in the upper part, a steel pipe φ165.2 can be used for the upper and lower members, a steel pipe φ60 can be used for the inclined connecting member, and the beam length can be 900. Further, the triangular pyramid-shaped unit frame and the truss beams can be made of PC concrete.

FIG. 28 is a front view of another embodiment. The building 34, the linear building 35, and the multi-story building 36 are constituted. Details of the linear building and the multi-story building will be described later. As shown in the figure, the building can be used as an artificial ground on a beach or a desert area, and planted to create a green city space.

FIG. 29 is a perspective view of a structural frame of a building, and FIG.
0 shows a plan view and a rear view of the same. The three triangular pyramid-shaped unit frames 3 are connected diagonally and laterally, and are connected by upper chord connecting members 4 to form a three-dimensional truss.
A square lattice beam is formed. Since the upper chord member 1, the upper chord connecting member 4 and the small beam 37 form a truss beam by the joining member 38, the bundle 39 and the lower chord member 40, the weight of the member can be reduced, and the pin can be easily connected and disassembled. FIG. 31 is a plan view of an embodiment in which the building is used as artificial ground and a house is built on the upper part, and FIG. 32 is a side view of the same. Thus 3
With the unit frame and three foundations, a building for a single house is possible.

FIG. 33 is a front view of a fishing rod-shaped inclined member in which the inclined member 2 is integrated with a plurality of shaft pipes 20 having different diameters so as to be extendable and retractable into a fishing rod shape. FIG. FIG. 35 is a sectional view of the same shaft pipe joint. FIG.
When the ends of the upper and lower shaft tubes 20 are fully extended as shown in FIG.
The axle tube 20 which is in contact with the tapered surface and which is upper is threaded. Therefore, the upper and lower shaft pipes are fixed by tightening the nut 41 and further tightening the detent nut 42. FIG. 36 shows a jackie installation diagram for jacking up using the inclined member of the building shown in FIGS. 29 and 30. The gantry 43 is placed under the inclined member, and three jackies are placed under the gantry 43 so that jacky can be raised. 37 is a side view before jacking up of FIG. 36, FIG. 38 is a side view of the first stage of jacking up, and FIG. 39 is a side view of jacking up completion and permanent installation. In the first stage, the upper joint portion 45 of the three-way inclined member is fixed, in the second stage, the lower joint portion 46 and the joint portion 47 of the two-way inclined member are fixed, and the gantry and Jackie are removed to form a permanent installation.

FIG. 40 is a front view showing a state before extension of the jacking built-in inclined member, and FIG. 41 is a front view after extension. The inclined member is a shaft tube 2
The inclined member can be freely extended and contracted by rotating the handle 49 because it is composed of 0 and the jackie 48 and is screwed to each other. Therefore, by using the inclined member in the triangular pyramid-shaped unit frame, it can be assembled on the ground, and can be permanently installed after jackie-up. Also, the level can be freely adjusted for uneven settlement after the installation.

FIG. 42 is a perspective view of a structural skeleton of a building embodiment in which four pyramid-shaped unit frames are continuously connected, FIG. 43 is a plan view and a rear view of the same, and FIG. 44 is a side view of the same. The upper chord material 51 and the inclined member 52 are joined to each other via the joining members 53 and 54,
A four-sided pyramid-shaped unit frame is provided, and the unit frames are connected vertically and horizontally four times. A bundle 55 and a lower chord material 56 are joined to the upper chord material 51 to form a truss beam. Further, the small beams 57 are arranged in parallel with the upper chord material 51 at equal intervals to form lattice beams. The small beam 57 is also a truss beam similarly to the upper chord material 51. By setting the member length of the upper chord material and the small beam to 3,800 mm, the area becomes 2
A structural frame of artificial ground necessary for a single house of 07.36 m ² can be constructed.

FIG. 45 is a plan view showing the joint between the upper chord member and the inclined member.
46 is a rear view of the same, and FIG. 47 is a sectional view taken along the line h'-h 'of FIG. Like the triangular pyramid-shaped unit frame, the upper chord member 51 and the inclined member 52 are respectively pin-joined via the joint member 53,
Hinged. The lower chord member 56 is screwed to a joining member 58 screwed to the upper chord member tip member 60. FIG.
Is a front view of the upper chord member 51 or the small beam 57 joined to the bundle 55 and the lower chord member 56. The bundle 55 is screwed to the joining members 59 and 61, and the lower chord material 56 is screwed to the joining member 61. As described above, a single truss beam can be easily joined and disassembled by means that can be easily joined and disassembled, so that a long truss beam having a high cross-section can be easily obtained, and replacement and reuse can be facilitated.

FIG. 49 is a plan view of an embodiment of a frame structure of a step-like building, FIG. 50 is a sectional view taken along the line i′-i ′ of FIG.
It is a line sectional view. A triangular pyramid-shaped unit frame 3 is continuously provided, an upper chord connecting member 4 connecting the intersections of the upper chord members is inserted, and a lower chord member 62 is joined to a lower portion of the unit frame to form a three-dimensional truss, which is stepped along a slope. It is grounded, and a floor member is mounted on the upper chord material or the lower chord material, thereby constructing a step-like building. The outer periphery of the building is grounded by a triangular pyramid-shaped unit frame 63 or a base rising 64 using the lower chord material 62 as the upper chord material.
FIG. 52 is a front view of joining members, and FIG. 53 is a specific embodiment of the building. The lower floor can be used as a three-dimensional walkway, and the lower and upper floors can be connected by stairs or escalators.

FIG. 54 is a cross-sectional view taken along the line oo of FIGS. 55 to 59, and FIGS.
7, FIG. 58 and FIG.
-K line plan view, l-l line plan view, mm line plan view, n-
It is an n-line top view. The structural frame is composed of three triangular pyramid-shaped unit frames 68, and each layer becomes a space truss forming a triangular lattice beam. A floor member is attached to the upper surface of the triangular lattice beam of each layer, and an external material is attached to the outer periphery, so that the structure can be used as a building. FIG. 60 is a front view of the joining of the inclined member and the horizontal member. The inclined member 52 is connected to the joining member 70 and the joining member 7.
1 to form an integrated inclined member. The horizontal member 69 is pin-joined to the joining member 70 by the pin bolt 9. The building constitutes a space truss, and the uppermost layer is formed by the upper chord material 51, the upper chord connecting material 67 and the small beam 57.
The middle layer and the lowermost layer form a triangular lattice beam by the horizontal member 69, the horizontal member 72, and the small beam 57, and the triangular lattice beam forms a truss beam, so that the weight of the building can be reduced. In addition, since the building is formed by pin joining or screw joining of each member, construction, disassembly, and reuse of members can be easily performed.

FIG. 61 is a side view of an embodiment of another multi-story building structure frame, and FIGS. 62 to 66 are plan views of the pp line, respectively.
It is the -g line plan view, the rr line plan view, and the ss line plan view. The structural frame is a three-dimensional truss composed of four quadrangular pyramid-shaped unit frames 74 each including an upper chord member 51 and four inclined members 52. The uppermost layer is composed of the upper chord material 51 and the small beam 57, and the middle and lowermost layers are composed of the horizontal member 69 and the horizontal member 72.
And a small beam 57 to form a lattice beam. Upper chord material 51,
The horizontal member 69, the horizontal member 72 and the small beam 57 constitute a truss beam by the bundle 55 and the lower chord material 56. By attaching a floor member to the upper surface of each layer of the multi-layer structure frame and an exterior material to the outer peripheral portion, it can be used as a building. The rigidity of the building against horizontal forces is maintained by attaching rigid floor members. FIG. 67 is a side view of a multi-story building structure skeleton in which the structural skeleton of FIG. 61 is extended and grounded with the vertically inverted inclined member 52, and truss beams including the horizontal member 72, the bundle 55, and the lower chord material 56 are attached.

FIG. 68 is a perspective view of another embodiment of the multi-story building structure skeleton. The steel frames on the inside and the back are omitted. 69 is a plan view of FIG. 68, and FIG.
It is t 'line sectional drawing. Upper chord materials 75 and 76 and inclined member 7
A triangular pyramid-shaped unit frame 79 composed of 7 and 78 is continuously provided in a polygonal shape, and a core 84 'and a structural framework of a tower 84, which is its rising, are provided in the center, and a upper chord connecting member 73' is connected to connect the upper chord crossing points. The horizontal members 80, 80 ', 80 "are inserted into the upper chord members 75, 76 or the upper chord connecting member 73' with the required length, and the main members of the multi-story structural frame are formed by joining with the inclined members. Further, small beams 83 and 82 are placed on the upper surface of the triangular pyramid-shaped unit frame at equal intervals in parallel with the upper chord members 75 and 76, respectively, and are joined to the upper chord members. And the inclined member 7
7, 78, joined to the upper chord material 75 or the horizontal member 80;
Trusses are formed on three sides of the pyramidal unit frame. Thus, the upper chord, the inclined member, the horizontal member, the small beam, and the inclined member of the triangular pyramid-shaped unit frame can be respectively pin-joined, and the members are also unified by the length between the joints. Furthermore, the uppermost layer extends the small beam 83, and the small beam 82 is also placed outside the upper surface of the triangular pyramid-shaped unit frame, so that the middle layer and the lowermost layer also similarly connect the small beams 82, 83 to the horizontal members 80 ', 8, respectively.
The grid beams are formed by placing the grid members at equal intervals in parallel with 0 ", and the outer surface portion forms a grid-like frame by extending the inclined member 81. Therefore, each member of the building is unified with the same members except for the protruding corner. The core part can be used as a staircase, an elevator shaft, a PS, etc. Although this embodiment is an example of a rectangular building, polygons such as hexagons and octagons are also possible. It is a top view of joining a frame, and attaching an outer wall.
In addition, since the horizontal member 80 and the small beam 83 form a triangle, the connection can be made by pin connection, and attachment and disassembly can be easily performed.
Further, the outer wall 93 can be easily attached and disassembled by the pin bolt 92.

FIG. 72 is a plan view of another embodiment of the multi-story building structure skeleton. The upper half shows the outside and the lower half shows the inside. FIG. 73 is a front view of the same, and FIG. 74 is a sectional view taken along the line uu in FIG. Upper chord material 76 'and inclined members 75', 77 ',
A triangular pyramidal unit frame 80 'consisting of 79' is connected in a polygonal shape, and an upper chord connecting member 83 'is inserted so as to connect the upper chord material intersections. The upper chord material 76' and the upper chord connecting material 83 'have the required heights. Then, horizontal members 85 'and 86' are put into a multi-story structure frame, and a dome-shaped triangular lattice beam is formed in the plane surrounded by the upper chord to effectively attach a floor member or a roof member. , A triangular lattice beam of truss beams is formed in a plane surrounded by horizontal members. By attaching a roof member to this upper layer and a floor member to the lower layer,
Can be used as a dome.

FIG. 75 is a perspective view of another embodiment of a multi-layered structure skeleton. A triangular pyramid-shaped unit frame 3 composed of an upper chord material 1 and an inclined member 2 is horizontally and vertically connected so that the inclined member 2 is located outside, thereby forming an integrated three-dimensional truss. By adjusting the length of the inclined member 2 of the lowermost triangular pyramid-shaped unit frame, it is possible to make contact with the inclined ground. A four-sided pyramid-shaped unit frame 96 is attached to the uppermost portion, and a roof member can be used to form a sloped roof. By attaching a floor member to both sides of the upper chord material of each layer of the structural frame and attaching outer wall materials to the outer periphery, it can be used as a building. The internal space can be effectively used by adjusting the position of the inclined member coming out to the partition wall position. In addition, the vertical movement lines of the stairs and the elevator can be provided inside or can be combined as another structure.

FIG. 76 is a perspective view of an embodiment of a linear building structure skeleton, FIG. 77 is a plan view of the same, FIG. 78 is a side view of the same, and FIG.
Is a sectional view taken along the line u'-u '. This is a three-dimensional truss in which a knitted center of gravity triangular pyramid-shaped unit frame composed of an upper chord material 1 and an inclined member 2 is alternately and horizontally arranged. The inclined member 2 includes the joining members 97 and 9
Because it is hinged to 8, it can be freely grounded even on uneven terrain by adjusting its length. By adjusting the lengths of the upper chord member 1 and the inclined member 2, 3
Sub-linear curved buildings are possible. By attaching a rail to the upper surface of the parallel upper chord 1, the track, upper chord 1
It can be used as a road by attaching a floor member to the upper surface of the vehicle.

FIG. 80 is a perspective view of another linear building structure skeleton.
81 is a plan view of the above, FIG. 82 is a front view, FIG. 83, FIG.
81 is a sectional view taken along the line v'-v 'of FIG. 81 and a sectional view taken along the line vv, respectively. A triangular pyramid-shaped unit frame 3 in which an upper chord member 1 and an inclined member 2 are joined to each other is provided in two rows in a row, the lower part of the inclined member is connected by a lower chord member 62, and the upper chord member 1 at both ends of the unit frame at regular intervals. 2 intersections, lower end and three new inclined members 9
Triangular pyramid unit frame 1 formed by joining 9 and 100 to each other
This is a three-dimensional truss made with 05 facing each other. By attaching a floor member to the upper chord material, it can be used as a linear building such as a road. Upper chord material 1, inclined member 2,
By adjusting the length of 99, 100 and lower chord 62, the structural framework can form a cubic curve.

FIG. 85 is a perspective view of another linear building structure framing embodiment, FIG. 86 is a plan view of the same, FIG. 87 is a front view, and FIG.
8, FIG. 89 is a sectional view taken along the line ww of FIG.
It is a line sectional view. Upper chord material 106, 107, inclined member 10
8 are joined to each other, a quadrangular pyramid-shaped unit frame 109 is connected side by side, the lower part of the inclined member is connected by a lower chord member 110, and two horizontal intersections, a lower end portion and a lower end portion of the upper chord member 106 of the unit frame at both longitudinal ends thereof at regular intervals. This is a three-dimensional truss formed by facing three triangular pyramid-shaped unit frames 113 formed by joining three newly installed inclined members 111 and 112 to each other. By attaching a rigid floor member to the upper chord material, it can be used for linear buildings such as roads. Upper chord material 106, 107, inclined member 108,
By adjusting the lengths of 111, 112 and the lower chord material 110, the structural frame can form a cubic curve.

FIG. 90 is a plan view of an embodiment of a floating structure, and FIG.
Is a side view of the same, and FIG. 92 is a front view. A triangular pyramid-shaped unit frame formed by joining the upper chord material 1 and the inclined member 2 to each other is continuously provided,
Upper chord connecting material 4 on the outer periphery, lower chord material 119 below the inclined member
And the structural frame of the space truss is constructed. A floor member 118 is mounted on the upper chord material, and a float is mounted below the lower chord material to form a floating building body. The wave energy can be absorbed by making the float triangular pyramid, leaving a sufficient gap between the floats and a sufficient space between the float and the floor. FIG. 93 is a front view of the lower embodiment of the floating building. Since the float 120 is pin-joined to the joining member 126, it can be easily attached, disassembled and replaced. FIG.
4 is a perspective view of the float embodiment. The structural frame 130 is a triangular pyramid-shaped three-dimensional truss in which the upper chord member 127, the inclined member 128, and the truss member 129 are joined to each other, so that the weight of the member can be reduced. By attaching a durable and strong plate such as titanium to the four sides of the structural frame, a float for a floating structure can be obtained. FIG. 95 shows another embodiment of the float. A float alone is packed inside the triangular pyramid-shaped frame, and a net is formed around the outer periphery. Since the float alone can be easily replaced, it is sufficient that the float has strength and durability against water pressure and the like, and inexpensive products such as recycled poly bottles can be used. Further, since the float is an aggregate of the float alone, the risk of breakage and inundation of the float is reduced. Fig. 96
FIG. 4 is a flow chart from the sensor to the tension of the rope. The sensors sense the water depth, flow velocity and wave height, and the control panel receives the signals and operates the hoist to apply the tension necessary to prevent the horizontal movement and the vertical movement of the floating structure on the tow line. The towline is fixed to the seabed by an earth anchor 125.
FIG. 97 is a sectional view of an embodiment of a multi-story floating structure. The structural framework is in accordance with FIGS. 54 to 60 of the embodiment of the multi-story building. By using the runway at the upper part and the air terminal below, it can be used for maritime air navigation.

FIG. 98 is a plan view of the basic assembly embodiment, and FIG. 99 is a front view of the same. Blocks 136 of equal thickness having sufficient strength and durability are laid out vertically and horizontally or diagonally across the ground without any gaps, and these are combined by applying a tensile force with steel rods to form a base of the foundation. Are stacked in one or more stages, and these and the base are joined by applying a tensile force with a steel rod to form an independent foundation. The blocks may be triangular or quadrangular. In this way, the foundation is constructed by assembling a plurality of blocks of appropriate size, so no heavy equipment is required for assembly,
Assembly is possible even on a slope such as a mountain, and the members can be reused. In order to prevent slippage of the foundation on slopes and to resist wind power, it can be fixed to the ground with earth anchors 142. The earth anchor 142 has a rod or pipe 143 as a core material, and one or a plurality of spirally processed plate members 144 is attached to the core or is integrally formed with the earth anchor 142, so that it can be rotationally press-fitted and fixed to the ground. The equipment for rotating and press-fitting the earth anchor can be easily transported and moved, and the load for press-fitting can be easily increased, collected and moved with water or the like.

FIG. 100 is a plan view of an assembling base embodiment with a base beam, FIG. 101 is a sectional view taken along the line yy of the above, and FIG. 102 is a sectional view taken along the line zz of the same. One or more cavities are stacked on the foundation base, and these and the base are fixed with steel rods 141. Next, the foundation beam blocks 148 are laid in a bar shape between the independent foundations, and these and the foundation standing are joined by applying a tensile force with a steel bar or a PC steel wire 149. Finally, concrete or grout is filled in the cavity at the foundation rise and the gap between the foundation beam block and the foundation rise. The reason why the foundation rising block 147 is hollow is that a hole for penetrating the steel rod or the PC steel wire 149 for connecting the foundation beam is easily formed. In this way, by connecting the independent foundations by connecting them with foundation beams, foundations and buildings more stable against seismic force can be produced.

FIG. 103 is a plan view of the basic embodiment corresponding to uneven settlement, FIG. 104 is a front view of the same, and FIG. 105 is a front view of jackie-up after the same is settled. Base plate 1
Since the jacking insertion space 157 and the anchor bolt 153 have extra length below 52, the jacking 159 is put into the jacking insertion space after uneven settlement, jacking up, grout injection after level adjustment, and jacking after grout is hardened. It can be removed and the upper structure can be stabilized horizontally. Earth anchor 1 on foundation
In the case where 42 is provided, the nut 145 may be tightened. By using a differential settlement settlement foundation as a building foundation, allowing settlement, and adjusting the differential settlement, the size of the foundation can be reduced, and resource saving and economic efficiency can be achieved.

FIG. 106 is a front view of the embodiment of the transportation system of the present invention, FIG. 107 is a plan view of the terminal and its surrounding facilities, FIGS. 108, 109 and 110 are sectional views taken along the line AA of FIG. FIG. 5 is a cross-sectional view taken along a line B-C and a line CC. A terminal 161 is provided in contact with the road 160 near the slope, and the general parking lot 162 and the commercial parking lot 1 are provided.
63 is installed, and a passenger sloping elevator 164 and a vehicle / material transport cable 165 are provided as a vertical line from the terminal, and are connected to a general parking lot and a business parking lot in a flow line. This embodiment shows an embodiment in which a traffic open space 170, a bus stop 180, a pedestrian deck 168, a loading / unloading site 173, and a facility building 179 are added in addition to the above facilities. Buildings 200 and 20 which utilize the building of the present invention as a building for the transportation system and further apply the building of the present invention which is not directly related to the transportation system.
1, 202, 203 and 204 are also shown to show the new space created on the slopes of Yamano more specifically. The road that contacts the terminal may be on the hillside or near the top of the mountain.

FIG. 111 is a plan view of the intersection of the vertical and horizontal lines of the traffic system, and FIGS. 112, 113 and 114.
3 is a sectional view taken along line DD, a sectional view taken along line EE, and a sectional view taken along line FF of the same plan view. A sidewalk 195 and a roadway 196 are provided along the contour line as a horizontal movement line, and cross over the vertical movement line in a three-dimensional manner.
1, the passenger elevator and unloading station 20
5 and connected to the vehicle / material transport cable. With this traffic system, it is possible to create a slope on a slope such as a mountain, and maintain a transportation network with minimum destruction of nature. Also,
If necessary, an arterial road for pedestrians and vehicles can be used instead of the sloping elevator and cables for transporting vehicles and goods. In that case, the main road is laid diagonally or directly so as to have an appropriate gradient between the lateral movement lines.

According to the above description, cutting is used for the construction of the foundation of the building, tree cutting is performed at the intersection of the vertical and horizontal traffic lines of the transportation system, and tree cutting is performed within the area where the building is built. Planting occurs. There is a possibility that landslides and landslides may occur in this animated area due to rainwater runoff. But,
It is possible to eliminate the occurrence of landslides and landslides by selecting the location where the building is to be built and the intersection location of the transportation system and suppressing the outflow of rainwater in this portion. The rainwater of this part is collected in a rainwater pond or a rainwater tank.

FIG. 115 is a flow chart of an embodiment of the circulation system for rainwater to clean water, clean water to miscellaneous water and miscellaneous water constituting the equipment system of the present invention. Circulate the water for miscellaneous use and treat the shortage with clean water drainage.Excess excess clean water is passed to a sprinkler / fire prevention water tank, and the excess is sprayed to the mountains or to rivers and seas in the area. Release. It is a rainwater utilization and water circulation system that does not need to obtain clean water from other areas and does not need to discharge wastewater to other areas.

FIG. 116 is a flow chart from garbage and sludge to steam / hot water and electric power, from wind power and sunlight to electric power. Reducing garbage in the area and sludge from wastewater treatment into electricity, steam and hot water, supplying this electricity and electricity from wind and solar power generation, or supplying hydrogen to the electrolyzer to supply hydrogen gas as fuel for fuel cells Stocked as It is an environmentally friendly, self-contained equipment system that does not require the removal of garbage and sludge to other areas and does not require power from other areas. Natural gas may be used as the fuel for the fuel cell, or a generator may be used instead of the fuel cell.

FIG. 117 is a cross-sectional view of an embodiment of laying horizontal piping for equipment. Equipment pipes 213 and 214 are laid on the back surface of the main road 207 for the traffic system horizontal line. Since the horizontal movement line is provided along the contour line, the slope of the drainage pipe can be easily taken. In addition, by arranging the horizontal movement line, there is no need to bury the pipe, and the laying, expansion, and replacement of the pipe can be easily performed.

[0074]

As described above, the building, foundation, transportation system and equipment system of the present invention can be constructed on a slope such as a mountain or a beach with almost no destruction of nature. A new space to enjoy can be created.

Further, the buildings and foundations of the present invention can be used in various places because they can be reused, recycled and reused, and can contribute to the formation of a recycling-oriented society.

Further, since the traffic system of the present invention can completely separate pedestrians and automobiles over a wide range, it is possible to eliminate traffic congestion and create a comfortable walking space by using the system in an urban area. it can.

Also, the equipment system of the present invention uses rainwater,
By constructing a circulation and self-contained equipment system by integrating drainage circulation, incineration of garbage and sludge, and stock of natural energy, it is possible to eliminate river pollution and improve the global environment by dramatically reducing CO2 emissions. .

[Brief description of the drawings]

FIG. 1 is a perspective view showing an embodiment of a building of the present invention.

FIG. 2 is a plan view of the three-dimensional truss structure skeleton.

FIG. 3 is a sectional view taken along line aa of FIG. 2;

FIG. 4 is a sectional view taken along line bb of FIG. 2;

FIG. 5 is a plan view of a joint between the upper chord member and the inclined member.

FIG. 6 is a cross-sectional view taken along the line c-c of FIG.

FIG. 7 is a plan view of a lower portion of the inclined member;

FIG. 8 is a front view of the same.

FIG. 9 is a first floor plan view of an embodiment in which a house is built using the building as an artificial ground.

FIG. 10 is a plan view of the same second floor.

FIG. 11 is a side view of FIGS. 9 and 10;

FIG. 12 is a layout plan view of a floor panel mounting base.

FIG. 13 is an arrangement plan view of floor panels and set bolts.

FIG. 14 is a sectional view taken along line dd of FIG. 13;

FIG. 15 is a sectional view taken along line ee of FIG. 13;

FIG. 16 is a sectional view taken along line ff of FIG. 13;

FIG. 17 is a front view and a sectional view of an inclined member.

FIG. 18 is a front view and a table of an embodiment of adjusting the length of the inclined member.

FIG. 19 Same as above (two joints).

FIG. 20 is a front view of the same (three joints), a reinforced Y-shaped metal member, and a steel wire.

FIG. 21 is a cross-sectional view of the joining of the inclined member shaft tube.

FIG. 22 is a cross-sectional view of the joint between the inclined member shaft tube and the Y-shaped metal member.

FIG. 23 is a sectional view taken along the line gg of FIG.

FIG. 24 is a cross-sectional view of the inclined member shaft tube, the distal end member, and the steel wire mounting hardware.

FIG. 25 is a plan view of a structural frame of a building.

FIG. 26 is a sectional view taken along the line hh in FIG.

FIG. 27 is a perspective view of a triangular pyramid-shaped unit frame.

FIG. 28 is a front view of another example of a building.

FIG. 29 is a perspective view of a structural skeleton of a building.

FIG. 30 is a plan view of the same.

FIG. 31 is a plan view of an embodiment in which the building is used as artificial ground and a house is built on the upper part.

FIG. 32 is a side view of the same.

FIG. 33 is a front view when the fishing rod-shaped inclined member is stored.

FIG. 34 is a front view when the fishing rod-shaped inclined member is extended.

FIG. 35 is a sectional view of the same shaft pipe joint;

FIG. 36 is a jackie installation diagram for jackie up.

FIG. 37 is a side view of the building before jacking up.

FIG. 38 is a side view of the first stage of a building jackie-up.

FIG. 39 is a side view of the building, in which the jacking up of the building is completed.

FIG. 40 is a front view of the inclined member with a built-in jack before extension.

FIG. 41 is a front view of the inclined member with a built-in jackie after extension.

FIG. 42 is a perspective view of a structural skeleton of an embodiment of a building in which four pyramid-shaped unit frames are continuously connected.

FIG. 43 is a plan view and a rear view of the same.

FIG. 44 is a side view of the same.

FIG. 45 is a plan view of a joint between the upper chord member and the inclined member.

FIG. 46 is a rear view of the same.

FIG. 47 is a sectional view taken along line h′-h ′ of FIG. 45;

FIG. 48 is a front view of the joining of the truss beams.

FIG. 49 is a plan view of an embodiment of a stepped building structure skeleton.

FIG. 50 is a sectional view taken along the line i′-i ′ of FIG. 4;

FIG. 51 is a sectional view taken along line ii of FIG. 49;

FIG. 52 is a front view of joining members.

FIG. 53 shows a specific example of the building.

FIG. 54 to FIG. 5 of the multi-story building structure framing embodiment;
Oo line sectional view of 9

FIG. 55 is a plan view taken along the line JJ of FIG. 54;

FIG. 56 is a plan view taken along the line kk of FIG. 54;

FIG. 57 is a plan view taken along line ll of FIG. 54;

FIG. 58 is a plan view of the line MM of FIG. 54;

FIG. 59 is a plan view of the line nn of FIG. 54;

FIG. 60 is a front view of joining the inclined member and the horizontal member.

FIG. 61 is a side view of another multi-story building structure framing embodiment.

FIG. 62 is a plan view of the line pp in FIG. 61;

FIG. 63 is a plan view taken along line gg of FIG. 61;

FIG. 64 is an rr line plan view of FIG. 61;

FIG. 65 is a plan view taken along the line ss of FIG. 61;

FIG. 66 is a plan view taken along line tt of FIG. 61;

FIG. 67 is a side view of another multi-story building structure framing embodiment.

FIG. 68 is a perspective view of another multi-story building structure framing embodiment;

FIG. 69 is a plan view of the same;

FIG. 70 is a plan view taken along the line t′-t ′ of FIG. 69;

FIG. 71 is a plan view of the structural frame and outer wall attachment.

FIG. 72 is a plan view of another example of a multi-story building structure skeleton;

73 is a front view of the same.

74 is a sectional view taken along the line uu in FIG. 72;

FIG. 75 is a perspective view of another multi-story building structure framing embodiment;

FIG. 76 is a perspective view of a linear building structure framing embodiment;

Fig. 77 is a plan view of the above.

FIG. 78 is a side view of the same.

FIG. 79 is a sectional view taken along the line u′-u ′ of FIG. 77;

FIG. 80 is a perspective view of another linear building structure framing embodiment;

FIG. 81 is a plan view of the same.

FIG. 82 is a side view of the same.

FIG. 83 is a sectional view taken along the line v′-v ′ of FIG. 81;

84 is a sectional view taken along the line vv of FIG. 81.

FIG. 85 is a perspective view of another linear building structure framing embodiment.

FIG. 86 is a plan view of the same.

FIG. 87 is a side view of the same.

FIG. 88 is a sectional view taken along line ww of FIG. 86;

FIG. 89 is a sectional view taken along line xx of FIG. 86;

FIG. 90 is a plan view of an embodiment of a floating building.

FIG. 91 is a side view of the same.

FIG. 92 is a front view of the same.

FIG. 93 is a front view of a floating building lower embodiment.

FIG. 94 is a perspective view of a float embodiment.

FIG. 95 is a perspective view of another embodiment of the float.

FIG. 96 is a flow chart from the sensor to the tension of the rope.

FIG. 97 is a sectional view of an embodiment of a multi-story floating structure.

FIG. 98 is a plan view of the basic assembly example.

Fig. 99 is a front view of the same.

FIG. 100 is a plan view of a foundation example with a foundation beam.

FIG. 101 is a sectional view taken along the line yy of FIG. 100;

FIG. 102 is a sectional view taken along the line zz of FIG. 101;

FIG. 103 is a plan view of a basic embodiment for uneven settlement settlement.

104 is a front view of the same. FIG.

Fig. 105 is a front view of Jackie's up after sinking.

FIG. 106 is a front view of a traffic system embodiment.

FIG. 107 is a plan view of a terminal and surrounding facilities.

108 is a sectional view taken along line AA of FIG. 107.

109 is a sectional view taken along the line BB in FIG. 107;

110 is a sectional view taken along line CC of FIG. 107.

FIG. 111 is a plan view of an intersection of a vertical line and a horizontal line of the traffic system.

112 is a sectional view taken along line DD of FIG. 111.

113 is a sectional view taken along line EE of FIG. 111.

114 is a sectional view taken along line FF of FIG. 111.

FIG. 115 is a flowchart of an embodiment of circulating rainwater to clean water, clean water to miscellaneous water, and miscellaneous water.

FIG. 116 is a flowchart from garbage and sludge to steam / hot water and electric power, and from wind and sunlight to electric power.

FIG. 117 is a sectional view of an embodiment of laying horizontal piping of equipment.

[Explanation of symbols]

1, 51, 75, 76, 76 ', 85, 86, 106,
107, 127 ° Upper chord material 2, 52, 75 ', 77, 77', 78, 79 ', 8
1, 87, 88, 99, 100, 108, 111, 11
2, 128 ° inclined member 3, 30, 63, 68, 79, 80 ', 89, 105,
113 {3-pyramidal unit frame 4, 33, 67, 73 ', 83'} chord connecting member 5, 34 {the building 6} floor member 7, 21, 60, 132 {tip member 8, 10, 29, 38, 53, 54, 58, 59, 6
1, 70, 71, 90, 91, 97, 98, 101, 1
02, 103, 104, 114, 115, 116, 11
7, 126, 131 {Joint member 9} Pin bolt 11, 12, 13} Pedestal 17 [U] Bolt 18 [Set bolt] 19 [Insulation material] 20 [Shaft tube] 23 [Thread joint] 24 [Y] Mold fitting 25 Steel wire 26 Shaft pipe connecting member 27 Tanbuckle 28 Truss-like upper chord material 31, 32, 90 'Truss beam 35 Linear structure 36 Multi-layer structure 37, 57, 82, 83 {beams 39, 55} bundle 40, 56, 62, 110, 119 {lower chord material 41} nut 42} detent nut 43} mount 45, 46, 47} {Junction 48} Jacky with a built-in tilt member 49> Handle 50, 74, 96, 109 {4 pyramid-shaped unit frame 64} Foundation rise 65} Three-dimensional sidewalk 66} Escalator 69, 72, 80, 80 ' , 80 " 85 ', 86'─
─Horizontal member 73──Slope elevator 84──Tower 84'──Central core 93──Outer wall 94──Sealing material 95──Back-up material 120──Float 121──Trail 122──Machine room entrance 123 {Sensor 124} Machine room 125} Earth anchor 129} Truss member 130} Structural frame 133} Metal plate 134} Net 135} Float alone 136, 137} Block 138, 141, 149} Steel rods 139, 145, 154 Nuts 140 Depths 142 Earth anchors 143 Steel rods or tubes 144 Plates 146, 151, 155 Round seats 147 Cavity blocks 148 Foundation Beam block 149── Steel rod or PC steel wire 150── Concrete or grout 152── Base Plate 153── Anchor bolt 156, 158── Grout 157── Jacky insertion space 159── Jackie 160── Road 161── Terminal 162── General parking 163── Commercial parking 164── Passenger skew Elevator track 165──Vehicle and goods transport cable 166──Stairs 167──Slope elevator inspection stairs 168──Pedestrian deck 169,171,172,174,177,198──
Road slope 170──Transportation space 173,205──Unloading / unloading area 175──Rail 176 道路 Internal road 178──Car carriage 179──Equipment building 180──Bus stop 181──Tree avoidance opening 182──Escalator 183, 184, 185, 188 ── Triangular pyramid-shaped single frame 187 ── Base rise 190 ── Skew elevator 191 ── Skew elevator stop 192 ── Escalator 194 ── Cable car 195 ── Sidewalk 196 ── Road 197 ── Sidewalk slope 199, 208 ── Linear building structure skeleton 200, 201, 202, 204 ── Building 206 ── Parking 207 ── Three-dimensional road for sideline 209 ── Upper chord 210 ─ ─Incline member 211 ──Lower chord material 212 ──Floor member 213 ──Piping 214 ──Piping duct 21 ── hanging bolt

──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. ⁷ Identification symbol FI Theme coat ゛ (Reference) C02F 9/00 C02F 9/00 503Z 504 504A 504E ZAB ZAB 11/06 11/06 Z E02D 27/01 101 E02D 27/01 101Z 27/34 27/34 Z E03B 1/00 E03B 1/00 B 11/12 11/12 E03F 5/10 E03F 5/10 A 5/14 5/14 E04B 1/34 E04B 1/34 F 1/35 1/35 N

Claims (25)

[Claims] 1. A triangular pyramid-shaped unit frame which is joined to each end of an upper chord member and an inclined member by means capable of being easily joined and disassembled, and is connected diagonally and laterally so as to connect the intersections of the upper chord member. A building characterized by a first chord connecting material inserted into a truss and a floor member attached to an upper part of the integrated space truss. 2. A triangular pyramid-shaped unit frame having upper chords as truss beams is disposed diagonally and laterally at regular intervals, connected by truss beams, and a floor member is attached to an upper part of an integrated three-dimensional truss. A building characterized by: 3. The three-dimensional pyramid-shaped unit frame is connected obliquely and laterally, an upper chord connecting material is inserted so as to connect the upper chord material intersections, and a lower part of the inclined member is connected with a lower chord material to form an integrated three-dimensional truss. A step-like structure in which a floor member is attached to the upper chord or lower chord of a three-dimensional truss that is integrated in a stepwise fashion along the slope. 4. The triangular pyramid-shaped unit frames are connected obliquely and laterally, and upper chord connecting members are inserted so as to connect the upper chord material intersections to form an integrated three-dimensional truss. The upper chord material or upper chord connecting material and required height A multi-story building in which a horizontal member is inserted in one or more steps, and is joined to an inclined member, and an upper chord member and a floor member or a roof member are attached to the upper part of the horizontal member. 5. A multi-story building in which the multi-story frame is turned upside down, the inclined member is extended and grounded, and a floor member or a roof member is mounted on the upper chord and the horizontal member. 6. The building according to claim 1, wherein the triangular pyramid-shaped unit frames are connected in a polygonal shape. 7. A multi-story building in which a floor member or a roof member is attached to the upper chord of a three-dimensional truss in which the triangular pyramid-shaped unit frame is horizontally and vertically connected integrally so that its inclined members are on the outside. . 8. A three-dimensional truss formed by joining the inclined members of the triangular pyramid-shaped unit frame so that their intersection points are below the center of gravity of the triangular shape in a plane, and integrally connecting the triangular pyramid-shaped unit frames alternately and horizontally. Linear building with. 9. The triangular pyramid-shaped unit frames are horizontally connected in one or more rows, and the lower ends thereof are connected by lower chord members. A linear building with a space truss made by facing three triangular pyramid-shaped unit frames formed by joining three newly installed inclined members to each other. 10. The triangular pyramid-shaped unit frame is installed diagonally laterally.
Insert the upper chord connecting material so as to connect the upper chord material intersections, connect the lower part of the inclined member with the lower chord material to form an integral three-dimensional truss, attach the floor member to the upper part, and increase the length of the lower chord material by 3 times or more.
3. A triangular pyramid-shaped float having a triangular shape having sides as an upper surface is continuously or arranged at regular intervals, and is integrally connected to a lower portion of the space truss, or is connected to a lower portion of the building according to claim 2. Floating structures equipped with sensors for detecting water depth, wave height, and flow velocity, control panels, hoists, towlines, and anchors or earth anchors. 11. The building according to claim 1, wherein said triangular pyramid-shaped unit frame is a quadrangular pyramid-shaped unit frame of the same kind. 12. A small beam is attached to the upper chord member, the horizontal member or the lower chord member at horizontal, parallel and equal intervals to form a lattice beam at an appropriate interval, and a floor member is attached to an upper portion thereof. 3, 4, 5, 6, 7, 8, 9, 10, or 11
The listed building. 13. A truss beam is provided at the intersection of the upper chord or horizontal member and the small beam and at the intersection of the small beam and the small beam, and the lower part of the bundle and the upper chord or the horizontal member are connected by the lower chord material to form a truss beam. 13. The building according to claim 12, wherein: 14. A floor panel having a length of one side equal to 1 / N (integer) of a length of a chord member, a horizontal member, or a lattice beam, is easily attached and disassembled.
The building according to 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, or 13. 15. The apparatus according to claim 1, wherein both ends of said inclined member are hinged, and the height of the upper chord member can be adjusted only by adjusting the length of the inclined member.
The building according to 7, 8, 9, 10, 11, 12, or 13. 16. An end portion of the inclined member, the upper chord member, the horizontal member or the lower chord member and a shaft tube or a shaft rod are screw-connected to each other so as to be expandable and contractable. A Y-shaped metal piece is inserted into the joint, and a steel wire can be reinforced at the three end portions and at both ends of the inclined member, the upper chord material, the horizontal member or the lower chord material. Claim 1, 2, 3, 4, 5, 6, 7, 8, 9, 1 having a member, an upper chord, a horizontal member or a lower chord.
The building according to 0, 11, 12, 13 or 15. 17. The inclined member is integrated with a plurality of shaft pipes having different diameters so as to be extendable and contractible like a fishing rod, and the inclined member and the upper chord are hinged to each other to assemble on the ground surface. The building according to claim 1, 2 or 11, wherein the shaft pipes are joined to each other after being lifted to form a main body. 18. An apparatus according to claim 1, wherein said inclined member joined at both ends hinges has a built-in jackie, and the inclined member is freely expandable and contractable. ,
14. The building according to 12 or 13. 19. A truss formed in a plane surrounded by upper chords or inclined members of said triangular pyramid-shaped unit frame or quadrangular pyramid-shaped unit frame.
The building according to 7, 8, 9, 10 or 11. 20. A block of equal thickness having sufficient strength and durability, such as a concrete block, is laid vertically or horizontally or diagonally across the ground without any gap, and these are joined by applying a tensile force with a steel rod to form a base for the foundation. And an assembling base, wherein the blocks are stacked on one or more stages, and a tensile force is applied to these and the base with a steel rod to form the rising of the joining base. 21. A sufficient strength and durable block such as a concrete block is laid in a bar shape between the independent foundations, and these blocks and the independent foundation are joined by applying a tensile force with a steel rod or a PC steel wire. An assembling foundation with foundation beams, characterized by being integrated. 22. A bar or tube as a core material, to which one or a plurality of helically processed plate materials is attached, or which is fixed to the ground with an earth anchor which is integrally formed and made to be press-fitted by rotation. 19. The method of claim 18, wherein
Or the assembling basis according to 19. 23. A space for jacky insertion and an extra length of an anchor bolt above the base plate on the foundation are provided, and after immobile settlement, the base plate is jacked up, grout injection or camber is inserted between the base plate and the foundation, and the level can be adjusted. The foundation for immobility settlement. 24. 1. A terminal will be set up on the road near the slope, and a general parking lot and a commercial parking lot will be set up. 2. A sloping passenger elevator and a cable for transporting vehicles and goods are provided imaginarily as vertical lines starting from the terminal, and are connected to the general parking lot and the business parking lot in a traffic line. 3. Pedestrians and vehicle roads are imagined or provided on the ground along the contour lines as horizontal movement lines, and cross over the vertical movement lines in a three-dimensional manner.
It is connected to the cable for material transportation in a flow line. A traffic system consisting of the above components. 25. Rainwater is collected in a rainwater pond or a rainwater tank, put into a storage tank through a screen, a sedimentation tank, or a sedimentation tank. The required amount is disinfected and stored in a receiving layer, and pumped up as needed to store it in an elevated water tank. 2. The water in the elevated water tank is used for water supply purposes, and the wastewater is passed through a drainage receiving tank, a screen, and a flow rate adjustment tank, and the necessary amount for the miscellaneous water use is passed to a biological treatment tank. 3. The excess of the flow control tank is passed through a watering / fire prevention tank. 4. The water from the biological treatment tank is put into a miscellaneous wastewater storage tank through a sedimentation tank and a filtration tank, and is pumped up as needed to store the water in a miscellaneous water system high-place water tank. 5. The water in the high water tank for miscellaneous water system is used for miscellaneous water in toilets, cooling towers, car washes, etc., and the drainage water is passed through a drainage receiving tank, a screen, a flow control tank, and a biological treatment tank, and the miscellaneous water is circulated as described above. Let it. 6. Combustion products that need to be discarded, such as garbage, sludge from the sedimentation tank, and thinned wood, are burned in an incinerator, and hot water is supplied or power is generated depending on the calorific value. 7. Generate electricity by wind or sunlight. 8. The electricity is supplied to or supplied to the electrolyzer, the water is electrolyzed, the generated hydrogen gas is stored in a tank, the hydrogen gas is sent from the tank to a fuel cell, and the electric power is supplied from the fuel cell. 9. Ash from the incinerator is used or disposed of as fertilizer. An equipment system composed of the above components.