JPS5848698B2 - Kenchikuyouhonegumishikikouzo - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an architectural frame structure, particularly an architectural frame structure suitable for mountainside dwellings.

Current methods of erecting structures for mountainside development require the construction of perimeter foundations that are costly and environmentally destructive.

However, constructing a perimeter foundation on a mountainside site requires a considerable amount of ground leveling or burying, and a large amount of foundation filler such as concrete, so it is more difficult to construct a perimeter foundation than when building on a flat site. Building on a mountainside is substantially more expensive to develop.

Leveling and filling operations also change the amount of water runoff, resulting in rapid and undesirable algae blooms in the rivers and lakes of the basin, and resulting in erosion of the rivers and lakes.

Several previous attempts have been made to reduce the cost and environmental damage of mountainside construction operations.

In this, the perimeter foundation was replaced by a king post or foundation support (stilt) on which the structural frame of the building was suspended.

A typical construction of this type is described in U.S. Pat.
1 5 2, 3 6 6, 3, 3 5 4, 5 9
No. 0, No. 3, 5 2 4, 2 8 No. 7, No. 3, 7
4 7, 2 8 9 and 3, 6 3 3, 3 2 5
It is shown in the specification of No.

Prefabricated components such as prefabricated truss members, whereas previous attempts to construct buildings with foundations that are mostly limited in size required structures that were highly tailored to the specific building and site. No attempt was made to utilize it.

The present invention is comprised of a building frame structure that is particularly suitable for the construction of mountainside dwellings.

Frame-based structures concentrate structural loads on a minimum of four foundation points, typically four foundation points located at spaced apart locations on a mountainside.

The structure thus eliminates much of the costly and detrimental environmental damage caused by conventional buildings on mountainside sites.

The frame structure preferably utilizes an assembly of prefabricated triangular trusses that are uniform in shape and size, thus standardizing the structural members for ease of assembly and transportation to the construction site.

Truss members are assembled at the factory and transported to the construction site.
It is erected on a foundation point using suitable equipment such as a crane.

The building's frame structure consists of spaced apart, coextensive vertical truss assemblies.

Each truss assembly includes a first triangular truss member with a base chord mounted on at least two base points for the purpose of directing one of the side chords into a substantially horizontal position. .

The second triangular truss member has one of its side chords coextensive with and connected to the slanted side chords of the first triangular truss at the foundation below the mountainside. It is installed upright from a point.

A third triangular truss is installed within the assembly with its base chord having the same length as and connected to the base chord of the second triangular truss, and a fourth triangular truss has one of its side chords coextensive with and connected to the uppermost side chord of the third triangular truss, and another side chord extending substantially horizontally and connected to the uppermost side chord of the third triangular truss. Preferably, it is supported by a third triangular truss in the same plane as the substantially horizontal side chord of one triangular truss.

Truss assemblies form the side frames for a building structure and are separated by a plurality of laterally extending girders and box trusses for the purpose of forming a rigid three-dimensional frame structure. Positioned in a vertical orientation.

However, in a preferred embodiment, the triangular trusses of the frame structure are all identical and isosceles triangular, and the first triangular truss of each assembly is adapted to adapt the frame structure to a particular construction site. Can change size and shape.

Side walls for buildings are shaped by attaching wall envelopes and the like to these assemblies.

The floor, roof, and front and rear walls of the building are supported by truss assemblies, transverse beams, and box trusses.

The present invention will now be described with reference to the accompanying drawings.

Referring now to FIG. 1, there is shown an assembly 1 comprising a plurality of triangular truss members 12, 14, 16 and 18.
0 is shown.

The assembly is a substantially upright vertical structure supported by an upper hillside foundation point 20 and a lower hillside foundation point 22 located at spaced apart locations on a mountainside 24 inclined at approximately 30 degrees from the horizontal. It is indicated by the position.

As will be pointed out later, although the present invention is equally applicable to mountainsides whose slopes vary widely with respect to the horizontal, the preferred application of the invention is to mountainsides whose slopes are at least 30 degrees. It is.

The foundation point may be any conventional foundation pile or foundation support structure suitable to sustain the lateral and vertical stresses of the building.

Typically, a 30.48 (:771) diameter
12in) to about 9 1.4 4cIrL (3 6
A base point consisting of a pile of in) can be adopted.

Typically, these foundations reach a depth of 0.7 m (2 ft) to about 3 m (10 ft).

The loads of the frame structure are balanced on the foundation points 22 down the hillside, and these foundation points are therefore the heaviest to support the building loads.

An assembly 10 of triangular truss members 12-18 includes:
Foundation chord 11 is shown to include a first triangular truss member 12 extending between and supported by foundation points 20 and 22.

The foundation chords 11 are secured to the foundation points 20 by suitable fastening means, typically metal brackets bolted to these foundation points. It is fixed at 22.

In the preferred illustrated embodiment, the triangular truss 12 is positioned with its upper side chords 13 substantially horizontal and slightly elevated above the surrounding terrain 26.

The second triangular truss member 14 has a lower side chord member 17
is installed vertically on the lower base point 22, coextending with and connected to the inclined side chords 15 of the triangular truss member 12.

When triangular truss members of equal shape and size are employed, as is the case in the preferred embodiment, this structure allows the king post member 19 of the triangular truss 14 to be attached to the horizontal side of the triangular truss member 12. It is set substantially on the same plane as the chord member 13.

A preferred embodiment of the invention includes third and fourth triangular truss members supported in the manner shown.

In this embodiment, the base chord member 23 of the triangular truss member 14 is
A basic chord member 21 that extends in the same manner as that and is connected to the basic chord member.
The triangular truss member 16 and the side chord members 25 having the same structure extend in the same direction as the uppermost side chord member 27 of the triangular truss 16 and are suspended from the third triangular truss member while being connected to the chord members. and a fourth triangular tops member.

Again, in preferred embodiments employing triangular truss members that are substantially identical in shape and size, the lowermost side chords 28 of the triangular truss 16 are generally coplanar and substantially A horizontally extending portion of the side chord member 13 is defined horizontally.

As previously stated, the preferred triangular trusses used in assembly in the present invention are of the same shape and size, most preferably in the shape of an isosceles triangle.

This preferred form is illustrated in FIG. 2, in which the truss structure or members are shown as having a bottom chord 11 and side chords 13, 15 defining the outer dimensions of the triangular truss.

The truss also includes a plurality of inner web members, such as a king post 9 and web members 5, 7, extending from the midpoint of the base chord 11 to the apex of the truss.

This type of truss member is commonly used in lightweight building construction, such as as roof supports.

The truss members can be made of any suitable material such as wood, steel, concrete, plastic, or combinations thereof.

Due to its high strength and easy availability, wood is currently preferred, especially for the construction of lightweight buildings such as residences.

These king post truss structures or members are typically obtained by factory prefabrication, and such prefabricated structures or members are ideally suited for employment with the present invention.

Referring now to FIG. 3, a side cross-sectional view of a three-dimensional frame structure utilizing the present invention is shown.

Frame structure 30 includes at least two spaced apart coextensive assemblies such as 10 defined by triangular truss members 12-18.

The assembly is maintained in its spaced apart relationship by a plurality of laterally extending girders 32 and one or more trussed box beams 34.

These girders and box beams provide cross beams for buildings and provide convenient support for floors, roofs, and walls and back walls in a manner described in more detail in the following sections.

Figure 3 shows that the frame structure including the third and fourth truss members of each assembly is in a cantilevered state beyond the base point 22 below the mountainside. shows special advantages.

Therefore, the present invention not only eliminates the need for a beam meter foundation, but also allows the use of foundation points closer to the span of the building.

The present invention significantly increases the suitability of frame structures to a wide variety of hillside sites without the need for significant hillside cutting or embankment.

The structure of the building frame is shown in Figures 4 to 7.

The construction site consists of felling of bushes, trees, etc., and two sets of foundation points 20.20' on the upper side of the mountainside and 22.22' on the lower side of the mountainside.
The installation of ' will clear the ground prior to the erection of the frame structure.

Preferably, these base points are triangular truss members 12,
12' of the base chords 11, 11' are located at spaced apart distances over the full span supports.

The triangular truss members are transported by truck to the construction site,
It is erected at the construction site using appropriate equipment such as a crane.

First triangular truss member 1 2 . 12' is installed with its foundation chord members 11, 11' supported on the foundation point, and is firmly fixed to the foundation point with appropriate brackets, bolts, etc.

The box-shaped truss 34 includes triangular truss members 1 2 , 1 2
It is positioned laterally, extending between '.

The box truss 34 is constructed in a conventional manner and may include a plurality of braces 35 that provide structural strength and rigidity to the truss.

As shown, the box truss 34 includes truss web members 7,
7' and is positioned to be coextensive with and connected to.

Referring now to FIG. 5, the next step in assembling the architectural frame structure is to erect the second triangular truss member of each truss assembly.

These truss members 14, 14' have their basic chord members 23,
23' is raised to a raised position in a substantially vertical position and its lower corner is positioned at a base point 22.22' below the mountainside.
The first triangular truss member is placed on top and moved to the assembly to connect its apex to the apex of the first triangular truss member already in place.

Due to this positioning, the side chords 17, 17' of the truss members 14, 14' become inclined side chords 15, 15.
' becomes the same extended state.

These identical elongated chords are then joined together in a conventional manner and the assembly is completed by installing a plurality of transverse girders 32 extending between the frame assemblies. be decapitated.

As shown, these girders can be secured at truss points on triangular truss members, such as at the joining vertices of two members, at the junctions of their web members and their side chords.

Third triangular truss member 16. 1 6' then 2
within each of the two spaced apart truss member assemblies.

This means that the lower corner of the third triangular truss member rests on the foundation point 22, 22' below the hillside, and the second triangular truss member with its foundation chords 21, 21' already in place. This is achieved by raising the truss member to a predetermined position while coextending with the base chord members 23, 23' of the members 14, 14'.

The bottom corners of the truss members are secured to foundation points 2222' below the hillside by conventional brackets, bolts, etc., and the identical extending foundation chords 21, 21' are secured to vertical foundation chords 2323' by conventional fastening means. connected to.

The plurality of lateral girder members are then lifted into position and secured to the skeleton assembly.

For these conditions, the third triangular truss member 1 6
, 1 6' are shown as six additional girders 32 extending between the intersection points on them.

Preferably, a fourth triangular truss member is then installed within each spaced-apart frame assembly.

These fourth members 1 8 . 1 8' has its uppermost corner and apex connected to the third triangular truss member 1 6 ,
16', and is installed as shown in FIG.

In this position, the side chord members 2 of the fourth triangular truss member
5 and 25' extend in the same manner as the side chord members 27 and 27' of the third truss member.

These chords are connected to their non-attached side chords 28, 28.
' is in a substantially horizontal plane and truss member 12
, 12' substantially horizontal side chords 1 3 , 1 3
' are joined together by conventional fasteners to support the fourth triangular member in the position shown, substantially coplanar with '.

Additional girders 32 are installed laterally across the frame structure between the common points of the fourth truss member of each of the two truss member assemblies.

A total of three additional girders are shown added to the structure.

It will be appreciated that the shaped frame structure will be supported entirely from no more than four foundation points, but if desired, additional foundation points may be added to the foundation chords 11 of the first triangular truss member.
, 11'.

By minimizing the number of foundation points for the building structure, verimeter foundations around the building are eliminated, significantly reducing the cost and environmental damage associated with hillside development.

Additionally, in the illustrated preferred embodiment, the entire frame structure is formed from factory prefabricated structural members of substantially the same shape and size.

The transverse girder 32 can be cut to size prior to transportation to the construction site and lifted into position by a crane used to upright the triangular truss members within the assembly.

Similarly, the box trusses 34 can be prefabricated in a factory using controlled assembly line techniques, significantly reducing the cost of manufacturing these box truss members.

Box truss members are used to withstand lateral loads on a structure, primarily wind loads.

Therefore, the number and location of these box truss members can be varied as needed and to accommodate the expected lateral loads on the frame structure.

The location of the floor level within the frame structure is illustrated in the side sectional view of FIG.

The floor area is constructed entirely on the outer side or truss member assembly i.
Since it is supported by 0 and io', it can be easily divided by an indoor partition wall (not shown) with a wide degree of freedom of choice.

Since the interior partition wall does not bear any load, it can be installed in any desired position.

As shown, the frame structure room includes a lower level 36
Three floor levels can be provided, including a main floor level 38 and an upper mezzanine or attic level 40.

Preferably, the main floor 38 is flush with the fore deck area 42 and cantilevered aft deck 44.

In the preferred embodiment, rear deck 44 is divided into two levels.

The main level 45 is the main floor and lower deck portion 4 of the structure.
3, but the lower deck portion is below the main floor so that furniture on the deck 43 and protective side rails 46 do not obstruct the view from the main floor of the structure.

Side wall sidings 48 are installed on the frame structure in the manner shown for the purpose of providing a living area having a generally parallelogram in cross section.

This provides the most economical use of wall siding since only a rectangular area needs to be covered, eliminating waste and scrap of siding.

A roof is installed on the lateral planar area 50 and siding material is installed on the lateral surfaces 52 to enclose the living space.

A particular advantage of the structure so far described is that the assembly of triangular truss members 10. 10' bears the bearing load of the dwelling, thus allowing a great degree of freedom in the selection of wall enclosing materials used for wing wall siding, which is required to bear only the wind load applied to the building. .

Accordingly, a wide variety of materials can be used, including transparent, translucent or opaque sheets and panels made of plastic, glass, wood, etc.

If a triangular truss member with a preferred 120 degree apex angle is employed, the front wall-to-roof panel 51 slopes at 60 degrees to the horizontal and is classified as a wall structural member under most building codes. Ru.

Therefore, any available roof or siding can be used on the structure, greatly increasing its versatility and adaptability to a particular site.

The front deck 42 can easily function as a parking level for cars 41 and the like.

The upper portion 47 of the rear transverse wall 52 above the main floor level 38 is preferably fitted with glass, including a sliding glass window which does not limit the view beyond the deck 44 to the occupants.

Figure 9 shows the layout of the indoor living areas of the house.

This figure shows a parking deck 4 with provision for parking on either side of an entrance corridor 54 leading to an entrance 56 of the residence.
2 is shown.

The area to either side of the doorway is the kitchen area 58
And a wall-mounted fireplace can be used for the boudoir area 59.

Entry/exit hallway 59 then opens into a main living/dining area 60 which opens at 62 to provide a half-floor elevated area.

Side walls 64, 66 and rear wall 47, which may be constructed of glass to provide a view beyond the deck 44, as described above, and which may include at least one sliding glass panel to provide access to the deck. are juxtaposed in the living area.

The main IJ bin/dining area 6 is located on the rear deck 44.
There is an upper level 45 coplanar with 0 and an outer region 43 in a lower position, which is preferably reached by a staircase 49 descending to the lower level.

By means of the lateral girders 32 employed within the frame structure, exposed portions of the side chords 28, 28' of the fourth triangular truss member used in each of the two frame assemblies; A handrail is constructed that extends around the lower deck level.

The position of the deck level 43 in a lower position in the illustrated manner ensures that furniture, entertainment equipment, etc. are prevented from obstructing the view from the main living and dining areas.

The upper mezzanine level 40 can be used as a sleeping area and is reached by a stairwell 70 from the main living and dining area 60.

Another stairwell 72 leads to a lower floor level 36 that is well separated from the main living and dining area and serves as a marital bedroom, bathroom and powder room.

The space below lower level 36 can be used for storage if desired.

The floor space of the living quarters and the area of the recreational and parking decks are significantly dependent on the lateral dimensions or width of the frame structure.

Preferably, this dimension is no less than approximately 12 ft., and can be longer spans as determined by the construction site and (or up to 6) available construction materials.

The maximum unsupported span using wooden girders and girders is approximately 12.12 m (40 ft).

If a large room structure is desired, then additional identical assemblies 10.0. It is entirely possible to utilize additional triangular truss assemblies such that they can be installed on either or both sides of the 10'.

Figure 10 shows that the deck 44 at the back of the structure is located at the hinge point 7.
Fig. 3 shows a modified construction in which the fourth triangular truss member 18, 18' is provided with a base chord pivoted at the hinge point to pivot around the roof 50 to reach a raised position above the roof 50; .

This structure provides an air space 74 above the roof panel 50 that allows the deck to be utilized in its lowered position during the summer and support heavy snow loads and reduce heat loss from the roof panel during the winter. It is particularly advantageous in cold weather because it can be raised to the indicated raised position.

With this structure, snow etc. does not accumulate on the deck 44,
To enable a clear and unobstructed view of the winter landscape from the main living/dining area 60 of the residence.

Various modifications of the frame structure can be readily accomplished without departing from the scope of the invention.

If desired, additional triangular truss members can be installed within the frame structure to extend the interior dimensions of the frame structure.

In FIG. 11, the side chord members 75 and 77 are triangular truss members 1.
2 side chord members 13, side chord members 7 of the triangular truss member 14
The use of additional triangular truss members in the frame structure, such as triangular truss member 76 coextending with and connected to the frame structure 8, is shown at the front of the frame structure.

The additional triangular truss member 80 has its side chord members 81,
83 extends coextensively with the side chord members 85 of the triangular truss member 16 and the side chord members 28 of the triangular truss member 18 and is connected to the lower side of the aft deck portion 44 in the same manner. It can be positioned.

As shown, this structure is a parallelogram with a roughly diamond-shaped cross section.

The useful floor area of the structure can be increased considerably by adding two further triangular truss members to each assembly of truss members.

Therefore, the triangular truss members 84 and 86 have the basic chord members 85 and 87 of the triangular truss member 76 as the basic chord member 88,
The triangular truss member 18 can be installed in a frame assembly coextensive with and connected to the base chord 89.

Lateral girders and box truss members are employed within the structure and are of the aforementioned type for the purpose of providing lateral stability to the structure and providing support beams for the wall, floor and roof panels. It thus extends between common locations on these triangular truss members of each frame assembly.

The invention as described above positions the frame assembly with the lower, or opposite, tip of the first triangular truss member 12 positioned above the base point.

The entire structure can be constructed, if desired, by placing a triangular truss member 12 at an intermediate position along its foundation chord 11 at a foundation point 20 above the hillside.
By installing it above, it can be positioned higher up the mountainside.

This is shown in Figure 12 and provides a protective or overhanging upper side chord 13 that protects the parking structure for vehicles 41, thus providing a loading forward deck area 42 useful for recreational purposes. Function.

In this structure, the entrance to the building is at the lower floor level 36 with a staircase leading to the main living and dining area 38 and from that area to the mezzanine level 40.

These floor levels are assigned to use surfaces compatible with this suitability of the building structure.

The structure described above is shown installed on a mountainside inclined at about 30 degrees from the horizontal.

This structure is not limited to these mountainsides, but the first
As shown in FIGS. 3 and 14, it can be used on a steep mountainside.

Since the structure can be located on a minimum number of foundation points, it is extremely flexible for installation on elevated piles, stilte, etc.

As shown, the building can be supported at an upper foundation point 20 and a lower foundation point 90, which is the top surface of a vertical pier 92 that is sunk into the mountainside to a depth sufficient to provide the necessary support for the structure.

Another construction method that may be employed is to utilize supports made of columns 94 that extend the entire height of the structure.

As shown above, the base chord 23 of the triangular truss member 14 of the triangular truss member 16 and the base chord 21 of the triangular trust member 160 extend coextensively with the upper portion of the support column 94 and are in a connected state. It has become.

The building structure can be adapted to a mountainside with an inclination of less than 30 degrees, as shown in Figure 15.

The present structure can be easily adapted to such hillsides by replacing the triangular truss member 96 with the previously employed first triangular truss member 12.

The truss member 96 is connected to the remaining triangular truss members 14, 16.
．． 18, having an upper, substantially horizontal side chord 98 of longer length than another side chord 99 made to the same dimensions as the side chord used in 18. Can be made for construction sites.

Similarly, the foundation chord of this member is at the foundation point 2 above the mountainside.
0 and the base point 22 below the mountainside.

The structure illustrated in FIGS. 7 and 9 includes an assembly 10 of triangular truss members arranged in substantially parallel alignment.
．． 10' is provided.

This arrangement is neither necessary nor desirable in some applications.

Accordingly, these assemblies may, if desired, be shown to have enclosed interior spaces with dimensions extending rearwardly to maximize utilization of the property structure with irregular section property lines. They can be positioned in non-parallel alignment as illustrated in FIG.

The invention has been described and illustrated in connection with the presently preferred embodiments of the invention.

The invention is not intended to be unduly limited by this description of the preferred embodiments.

Instead, the invention is intended to be defined by the means defined in the following claims and their obvious equivalents.

The embodiments of the present invention are as follows.

1) In a frame structure for a building located on a mountainside, an assembly of a plurality of triangular truss members having the same extent and arranged at regular intervals in the lateral direction is girders, each triangular truss member having one base chord and two side chords, each assembly of triangular truss members being supported at a plurality of foundation points. located by base chords with at least one of the base points located lower down the mountainside than the others such that the upper side chords are located substantially horizontal to the mountainside; a first side chord whose side chords are inclined with respect to the upper side chords;
a triangular truss member and a lower apex supported on a lowermost base point, having a lower side chord having the same length and connected to an inclined side chord of the first triangular truss member; An architecture comprising a second triangular truss member, the base chord of the second triangular truss member being substantially perpendicular to the upper side chord of the first triangular truss member. Frame-type Yokoshima 2) According to 1) above, wherein the horizontal member includes at least one box-shaped truss member having diagonal bracing for supporting lateral loads on the frame-type structure. Architectural frame structure as described.

3) a floor surface defined between the substantially horizontal side chords of the first triangular truss member of the truss member assembly;
Architectural frame structure described in ).

4) The architectural frame type according to 1) above, wherein the lowermost foundation point supports a vertical column, and the foundation chord of the second triangular member extends in the same manner as the column and is in a connected state. structure.

5) The architectural frame structure according to 4) above, wherein the triangular truss member has an isosceles triangle shape.

6) The apex angle of the third triangular truss member is 120 degrees ζ
The architectural frame structure according to 4) above.

7) each triangular truss assembly includes a third triangular truss member having a base chord coextensive with and connected to the base chord of the second triangular truss member of each assembly; The architectural frame structure described in 1) above.

8) Each triangular truss member assembly has a side chord coextensive with and connected to the uppermost side chord of the third triangular truss member, and another side chord of the first triangular truss member. 7, including a fourth triangular truss member disposed substantially horizontally and coplanar with the substantially horizontal side chords of the member;
Architectural frame structure described in ).

9) An architectural frame structure according to item 8), wherein each of said assemblies is provided with a wing siding to define an enclosed volume having a parallelogram cross-section.

10) The method according to 8) above, wherein the flooring material is installed between the substantially horizontal side chords of the fourth triangular truss member of the truss member assembly to define an aft deck area. Architectural frame structure.

11) The aft deck area is divided into a main deck area coplanar with the main floor area of the building, and an outer lower deck top area between which a plurality of stairs extend. Architectural frame structure described in .

12) a main body shaped into a transverse member extending between the vertices of the second and third triangular truss members and coplanar with the substantially horizontal side chords of the first triangular truss member; The architectural frame structure according to 7) above, including the floor level.

13) Architectural frame structure according to 12) above, wherein the upper mezzanine level is provided by a floor shaped above the laterally extending frame members.

12) An architectural frame structure according to claim 12), wherein the river bed material is set across the lower laterally extending member, thus providing a floor level below the main floor level.

15) The base chord of said fourth triangular truss member is pivoted at a hinge point midway along its length, allowing the cantilevered aft deck of said structure to rotate and rest on the roof of the enclosing building. The architectural frame structure according to 11) above, which is stackable.

[Brief explanation of drawings]

FIG. 1 is a schematic diagram showing an assembly of the triangular truss member used in the present invention, and FIG. 2 is an enlarged schematic diagram showing the structural members of the triangular truss member used in the present invention. FIG. 3 is a side sectional view of the frame type structure of the present invention, FIGS. 4 to 7 are perspective views showing the construction stages of the building frame of the present invention, and FIG. 8 is a side sectional view of the frame type structure of the present invention. Fig. 9 is an isometric view showing the arrangement of the buildings in Figs. 7 and 8, with the building shown in Figs. , 10th
Figure 11 is a schematic side sectional view showing an optional modification of the invention.
Figure 12 is a schematic side cross-sectional view illustrating another embodiment of the invention utilizing up to eight triangular truss members in each wall frame assembly;
Figures 15-15 are schematic side sectional and perspective views showing optional modifications to adapt the framed structure to a hillside site, and Figure 16 is a schematic diagram showing a non-parallel oriented wall truss assembly. 5... Web member, 7, 7'... Web member, 9.
...King post, 10,10'...assembly, 1
i, 11'...Foundation chord members, 12, 12'...Triangular truss members, 13, 13'...Side chord members, 14, 14'...Triangular truss members , 15
．． 15'... Side chord material, 16, 16'... Triangular truss member, 17.17'... Side chord material, 18, 18'
...Triangular truss member, 19...King post member, 20.20'...Foundation point, 21.21'...Foundation chord member, 22,22'...Foundation point, 23, 23'...
・Foundation chord material, 24... Mountainside, 25.25'... Side chord material, 26... Terrain, 27.27'... Side chord material,
28... Side chord material, 28'... Side chord material, 29...
・King post member, 30... Frame type structure, 32・
... Girder, 34... Truss box beam, 35... Bracing, 36... Lower level, 38... Main floor level, 40... Attic level, 41... Car, 42...・
Front deck area, 43...Lower deck portion, 44...
・Cantilevered aft deck, 45...Main level, 46・
...Protection side rail, 47...Upper part, 48...
- Side wall siding, 49... Stairs, 50... Planar area, 51... Roof panel, 52... Lateral surface, 54
... Entrance/exit corridor, 56... Entrance, 58... Kitchen area, 59... Wall-mounted fireplace private room area, 60... Living/dining area, 62... Opening, 64... Side wall, 66... Side wall, 70... Stairwell, 72...
Stairwell, 73... Hinge point, 74... Air space, 75... Side chord member, 76... Triangular truss member,
77... Side chord material, 78... Side chord material, 80...
Triangular truss member, 81... Side chord member, 83... Side chord member, 84... Triangular truss member, 85... Side chord member, 86... Triangular truss member, 87... Basic chord material, 88... Basic chord material, 89... Basic chord material, 90.
... Lower foundation point, 92 ... Vertical pier, 94 ... Support column, 96 ... Triangular truss member, 98 ... Side chord member,
99...Side string material.

Claims (1)

[Claims] 1. In a frame structure for a building, etc. located on a mountainside, an assembly of a plurality of triangular truss members having the same extent and arranged at regular intervals in the lateral direction is connected by a girder, each triangular truss member having one base chord and two side chords;
Each said assembly of triangular truss members is positioned by a foundation chord supported at a plurality of foundation points, with at least one of the foundation points being located further down the hillside than the others and on the upper side. a first triangular truss member with one side chord lying substantially horizontally with respect to the mountainside and the other side chord being inclined with respect to the upper side chord; and a lowermost foundation point; a second triangular truss member having a lower apex supported thereon, a lower side chord having the same length and connected to an inclined side chord of the first triangular truss member; An architectural frame structure characterized in that the base chords of the two triangular truss members are substantially perpendicular to the upper side chords of the first triangular truss member.