JPH10168886A - Stone filling structure using steel-made adjustable frame and setting method therefor - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a stone filling structure by which an auxiliary steel-made frame set in the wing part of a river as a weir bank is permitted to deform, and the respec tive members are kept from being broken due to ground deformation to obtain support force. SOLUTION: The skeleton of a rectangular parallelopiped is made by a steel-made column material 1 and a horizontal material 3, a screen material 4 is provided on the needed surface of the skeleton to form a freely deformable steel-made adjustable frame A, and the above materials are connected to each other horizontally and vertically to form at least one side end part like an inverted staircase. In a dead space between the inverted staircase end part and the setting depth line, an auxiliary steel- made frame C of such a shape and a size as to fill up the dead space is provided. The auxiliary steel-made frame C is formed like a cage by plural steel-made diagonal members 5, 5, a screen material 4 for connecting between the diagonal members 5, 5, and a screen material 4 for connecting between the column materials 1 of the steel- made adjustable frame B, and connected to the outside surface of the end part steel- made adjustable frame B. The diagonal material 5 is in the unconstrained state not to be connected to the right above steel-made adjustable frame B.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stone stuffing method using a deformable steel free frame which is used in mountain works, sabo works and other civil engineering works by stuffing stones and gravel and connecting them inside. The present invention relates to a structure, and more particularly, to a stone-filled structure or the like which is used when a supporting portion is permanently secured at a sleeve portion of a river and used for embankment of a river.

[0002]

2. Description of the Related Art Conventionally, a stone-filled structure using a steel free frame which is used to fill a stone, a rubble or the like (hereinafter referred to as a "stone material") for use as a river embankment will be described with reference to FIG. On the spot, a rectangular parallelepiped skeleton is formed by the steel pillar 1, the horizontal member 3, and the connecting member 2, and the screen member 4 is provided on each surface of the skeleton to assemble the steel frame A in unit units.
Adjacent steel universal frames A, A are connected to each other, left and right ends or any one end is formed in an inverted step shape, and a stone material 8 is packed in each steel universal frame A. I have. In order to install the stone-packed structure at a predetermined location, determine the external force conditions such as water pressure and earth pressure based on the topography of the installation location, geological data, etc. After determining the depth of penetration, the steel flexible frames A are allocated, and the lowermost end and the left and right ends of the steel flexible frame at the bottom and sleeves of the river are sufficiently extended to the penetration depth. (See Japanese Patent Publication No. 55-50525).

[0003] Specifically, the work of embedding in the river sleeve is, as shown in an enlarged schematic view in FIG. 12, to secure a predetermined embedding depth with respect to the sloped topographic line k of the sleeve. And stipulate the sleeve penetration depth line m so as to be parallel, and divide the underground up to the sleeve penetration depth line m so as to be completely buried with the steel free frame only. Is going. In addition, in the same figure, the steel universal frame shown by the code | symbol B has shown the steel universal frame of the edge part located in the both right and left both ends among the said steel universal frames A (the same hereafter).

[0004] Alternatively, rooting is also performed using an auxiliary steel frame G as shown in FIG. The outer lower end 9 of the steel free frame B at the end on the sleeve embedding depth line m
Are positioned so that the right and left ends are formed in an inverted staircase shape, and the upper and lower end steel free frames B and B and the sleeve portion penetration depth line m are arranged. An auxiliary steel frame G that fills the space s as necessary and sufficiently fills the space s indicated by the enclosed diagonal lines and performs rooting. The auxiliary steel frame G is provided between the plurality of steel diagonal members 5, 5 and the screen member 4 connecting the diagonal members 5, 5 and the outer column member 1 of the end steel universal frame B and the diagonal member 5. The whole shape is formed in a basket shape with the screen material 4 to be connected, and the stone material 8 is packed in the middle (see FIG. 6), and the shape viewed in the front direction is the same size and the same shape as the hatched space s indicated by the oblique line. It is formed into a right-angled isosceles triangle. The auxiliary steel frame G is connected to the outer surface of the end steel universal frame B, and the upper end of the diagonal member 5 is also connected to the lower end of the end steel universal frame B located immediately above.

[0005]

In the stone-filled structure shown in FIG. 13, the empty space s is rooted by the auxiliary steel frame G without excess or deficiency. The upper end is firmly connected to the lower end of a rectangular parallelepiped steel free frame B located directly above it, and the entire structure is formed as a kind of rigid body. For this reason, when a river whose bottom is weaker than the sleeves causes ground deformation due to uneven settlement, the members of the diagonal member 5 and the screen member 4 of the auxiliary steel frame G cannot be deformed correspondingly. Possible, and finally the auxiliary steel frame G
The above-mentioned respective members are broken, and the members of the end steel free frame B, which forms an inverted staircase in succession, are also broken one after another, so that the filling stone 8 flows out and the ground supporting force cannot be obtained. Has been pointed out.

[0006] In the stone-packed structure shown in FIG.
In the figure, since about half of the steel free frame B at the end shown by the diagonal lines is further inserted, the weight of the stone 8 is increased more than necessary, which is a factor that promotes member breakage. I have. In addition, in order to insert the steel rectangular frame B having a rectangular parallelepiped shape deep underground, floor excavation must be performed to the depth of the excavation line indicated by the broken line f in FIG. Therefore, there is a problem that work efficiency is poor and troublesome.

Accordingly, an object of the present invention is to use a stone-filled structure using a steel universal frame as a bank or a dike for sabo in mountainous areas, and to improve the ground supporting force on the sleeve of the river by using an auxiliary steel. Performing the necessary and sufficient rooting by using the frame, and for the ground deformation such as uneven settlement, by allowing the deformation of the rooted auxiliary steel frame, each member is It is an object of the present invention to provide a stone-packed structure in which a bearing capacity can be obtained permanently without breaking, and a rational method for embedding the same.

[0008]

As means for solving the above-mentioned problems, a stone-filled structure using a steel universal frame according to the first aspect of the present invention comprises a steel column member 1, a horizontal member 3, A skeleton of a rectangular parallelepiped shape is formed with the joining material 2, and a screen material 4 is provided on a necessary surface of the skeleton, and a deformable steel universal frame A is connected adjacently in units of units in the horizontal and vertical directions. A shape required to fill at least one of the side end portions with an inverted step shape in a space s between the end portion forming the inverted step shape and the burrow depth line m of the sleeve portion. The auxiliary steel frame C is provided with a plurality of steel diagonal members 5, 5, a screen member 4 connecting the diagonal members 5, 5 and the diagonal member 5, and It is formed in a basket shape with the screen material 4 connecting the column members 1 of the steel universal frame B, and is made of the end steel having the inverted step shape. While each connected to the outer surface of the standing frame B, and a non-constrained state not connected to the steel universal frame diagonal member 5 is just above the position B or the auxiliary steel frame (C-3, C-3 '),
Stone material 8 is packed in the steel free frames A and B and the auxiliary steel frame C.

In the stone-filled structure with a steel universal frame according to the second aspect of the present invention, the steel universal frame A comprises a steel column member 1 disposed at four corners and left and right ends of the column member 1. A rectangular parallelepiped skeleton is formed by a steel horizontal member 3 connecting the parts and a steel connecting member 2 connecting the front and rear ends of the column member 1, and a screen member 4 is provided on a required surface of the skeleton. The unit is formed as a deformable unit and connected to each other adjacent to each other in the horizontal direction and the vertical direction, and at least one side end is formed in an inverted step shape. A shape necessary to fill a space s between the sleeve burrowing depth line m along the topographical line k of the inclined sleeve at the place where it is installed and the end of the steel frame A forming the inverted staircase; The auxiliary steel frame C is formed in a size, and the plurality of steel diagonal members 5, 5 and a screen connecting the diagonal members 5, 5 are formed. 4 and the screen member 4 connecting the diagonal member 5 and the outer column member 1 of the steel free frame B to form a cage, and the auxiliary steel frame C is formed of steel at the end of the inverted staircase. The diagonal member 5 is connected to the outer surface of the universal frame B.
The upper end of the steel universal frame B or the auxiliary steel frame C is placed in an unconstrained state not connected to the lower end of the steel universal frame B or the auxiliary steel frame C, and the stones 8 are packed in the steel universal frames A and B and the auxiliary steel frame C. , Respectively.

[0010] In the stone-filled structure with a steel universal frame according to the third aspect of the present invention, in the above-mentioned stone-filled structure, the upper end portion before and after the diagonal member 5 of the auxiliary steel frame C is a steel upper connecting member. 6
The upper end portion of the diagonal member 5 and the upper end portion of the outer column member 1 of the end steel free frame B are connected by a steel upper end horizontal member 13. The stone-filled structure by the steel universal frame according to the invention according to claim 4, wherein the stone-filled structure comprises:
The space s in each step surrounded by the end of the inverted steel frame B that forms an inverted staircase and the sleeve embedding depth line m is formed as a right triangle or an inverted trapezoid when viewed from the front. The auxiliary steel frame C formed to have the shape and size necessary to fill the void s is characterized in that the shape viewed in the front direction is a right triangle or the inverted trapezoid similar to the void s. I do.

According to a fifth aspect of the present invention, there is provided a method for embedding a stone-packed structure by using a steel universal frame.
..., B ... and the auxiliary steel frame C ... are connected to each other, and a stone stuffed structure formed by stuffing stones 8 into them is used as a dam to secure a predetermined depth of embedding at the bottom and sleeves of the river, respectively. A) A steel universal frame A or B is composed of a steel pillar 1 disposed at four corners and a steel horizontal member 3 connecting left and right ends of the pillar 1. , A unit that can be deformed by forming a rectangular parallelepiped skeleton with a steel connecting member 2 connecting the front and rear ends of the column member 1 and providing screen members 4 on the bottom surface and the necessary front and rear surfaces and side surfaces of the skeleton. B) The auxiliary steel frame C is composed of a plurality of steel diagonal members 5, 5, a screen member 4 connecting the diagonal members 5, 5, and the diagonal member 5 and an end steel free frame. The entire shape is formed in a cage shape with the screen material 4 connecting the outer pillars 1 of B, c) from the topographical line k at the bottom. Digging the floor along the bottom topography line d where the penetration depth is secured and the topography line k where the prescribed penetration depth is secured along the topography line k of the sleeve, and adjoining the steel The universal frames A, A or A and B are horizontally adjacent to each other and connected to each other and installed on the bottom penetration depth line d. The auxiliary steel frame C is installed so as to fill a space s between the sleeve embedding depth line m and the stone 8 is packed in the steel universal frames A and B and the auxiliary steel frame C. D) The upper end of the diagonal member 5 of the auxiliary steel frame C is not connected to the lower end of the next upper steel frame B or the auxiliary steel frame (C-3, C-3 ') in an unrestrained state. Next upper steel free frame A, B
The installation and interconnection of the auxiliary steel frame C and the interlocking work of the stone 8 are repeated, and the lid screen material 4 is attached to the uppermost steel universal frames A and B, and then backfilled. And

[0012]

BEST MODE FOR CARRYING OUT THE INVENTION The stone-filled structure using a steel universal frame according to the present invention can be used when sufficient embedding is performed at the bottom of a river used as a dam and at the sleeves or one side end of both banks. It is preferably implemented. The stone-stuffed structure is, as described in claims 1 and 2, each of the steel free frames A and B formed in a rectangular parallelepiped unit, and the auxiliary steel frame C formed in a basket shape. Are connected to each other to form a frame structure, and each steel free frames A and B and an auxiliary steel frame C are packed with a stone material 8 (see FIG. 1).

The steel free frames A and B are provided with gusset plates 12 at upper and lower ends of steel pillars 1 arranged at four corners, and the right and left ends of the pillars 1 are connected to the gusset plates 12. A rectangular parallelepiped skeleton is made of a steel horizontal member 3 connected by bolting and a steel horizontal connecting member 2 connecting front and rear ends of the column member 1 by bolting. The screen members 4 are attached to the necessary surfaces of the skeleton, that is, the surfaces (front / rear surfaces, bottom surfaces, etc.) located on the outer surfaces at the time when the frame structure is completed, by bolting. Each member has flexibility (flexibility) to deform (displace). Each of the steel frames A... B is horizontally arranged and connected as shown in FIG. 1 and FIG. 2, and then stacked vertically and connected to each other. That is, in each stage,
The front and rear adjacent steel universal frames A, A or A, B are connected in a horizontal arrangement, and the upper and lower adjacent steel universal frames A, A or A, B are connected in a vertical arrangement. The left and right ends are formed in inverted stairs. However, depending on the conditions such as the topography of the installation location, only one of the left and right lateral ends is formed in an inverted step shape. The steel free frames A and B and the auxiliary steel frame C described later are usually provided on site with the column member 1, the link member 2, the horizontal member 3, and the screen member 4.
Although a single steel member such as that described above is carried and the members are connected to each other to complete the frame structure as described above, the entire frame structure may be manufactured in advance in a factory, carried into the site, and installed.

As shown in FIGS. 1 and 2, the auxiliary steel frame C is connected to the outside of the steel free frame B at the end to supplement the end supporting force of the stone-packed structure. used. This auxiliary steel frame C has a sleeve embedding depth line m along a topographical line k at an inclined end of a place where the auxiliary steel frame C is to be installed as described later in detail, and an end of the inverted universal steel frame B having an inverted staircase shape. Is formed in a shape and size necessary to fill the empty space s. Specifically, as shown in FIG. 3, a joint plate 11 is attached to each lower end 9 of the pillars 1 and 1 outside the end steel universal frame B.
Two slanted steel members 5, 5 connected via a wire, a screen member 4 connecting between the slant members 5, 5 and outer columns of the slant member 5 and the end steel free frame B The entire shape is formed in a basket shape (basket shape) by the screen material 4 connecting between the materials 1. The steel members are fastened by bolts not shown. The open end of the end steel universal frame B is closed by the auxiliary steel frame C.

The upper and lower ends of the diagonal member 5 are connected by a steel upper connecting member 6, so that the upper end of the diagonal member 5 and the outer end of the end steel free frame B are connected. A form in which the upper ends of the column members 1 are connected to each other with a steel upper end horizontal member 13 to increase the strength is also suitably implemented (see FIGS. 6 and 8). Thus, the outer column member 1 of the end steel universal frame B, the diagonal member 5 of the auxiliary steel frame C, and the uppermost screen member 4 (or the upper end horizontal member 1)
3), the shape as viewed in the front direction is formed as a right triangle (see claim 4). The auxiliary steel frame C
The unit is usually implemented by connecting a plurality of units in the front-rear direction as illustrated in FIG. 1 as a unit unit, but is not limited thereto. The diagonal members 5 are unnecessary, and the embodiment can be implemented in a mode in which the side screen members 4 are formed long in the front-rear direction (not shown).

As a different embodiment of the auxiliary steel frame C, as shown in FIG. 5, the lower end of the diagonal member 5 is not connected to the lower end 9 of the outer column member 1 of the steel universal frame B, and It is also possible to use an auxiliary steel frame C 'connected at any position in the material 1. That is, the auxiliary steel frame C ′
The length and inclination angle of the diagonal member 5 can be freely set according to the installation place and the installation condition, and the space s can be sufficiently and sufficiently filled. Alternatively, instead of the auxiliary steel frames C and C ′, the present invention can be rationally implemented by using the following auxiliary steel frames C-2 and C-3. The auxiliary steel frame C-2 shown in FIG. 6 has the same basic configuration as the auxiliary steel frame C, except that the inclination angle of the diagonal member 5 is about 45 degrees, and the shape when viewed in the front direction is different. It is formed into a right-angled isosceles triangle.
The auxiliary steel frame C-3 shown in FIG. 8 has the upper end connecting member 2 and the lower end connecting member 7 parallel to the upper end connecting member 2 and the lower end connecting member 2 of the end steel free frame B, respectively. Then, an end of the upper end connecting member 6 and an end of the lower end connecting member 7 are connected to each other with a diagonal member 5 to form a frame, and the outer surface (the left and right sides) of the frame and the end steel universal frame B is formed. The screen material 4 is provided on the front and rear surfaces, the outer surface, and the bottom surface formed by the pillar materials 1 and 1 and the upper and lower connecting materials 2 and 2), and the shape seen in the front direction is formed as an inverted trapezoid. (See claim 4). In the case of this inverted trapezoidal auxiliary steel frame C-3, the upper end (or upper end connecting member 6) of the oblique member 5 is the lower end (lower end connecting member) of the inverted trapezoidal auxiliary steel frame C-3 located immediately above. 7) Not connected. Further, as shown in FIG. 10, the steel free frame ends (B, B) in the form of inverted stairs are formed at two different steps, and the steel free frames B, B at each two step end are formed.
An auxiliary steel frame C-4 formed in a right-angled triangle (shape viewed in the front direction) large enough to fill the space s by being connected to the outer side surface of
In addition, as shown in FIG. 11, the space s formed by the end steel universal frames B, B at every two steps is formed by an auxiliary steel frame C ″ having a right-angled triangular shape and an inverted trapezoidal auxiliary shape. Steel frame C
An embodiment in which a combination with -3 'is used to form a composite and bury the composite is also applicable.

The frame structures of the steel free frames A and B and the auxiliary steel frames C... Configured as described above are used as dams in the procedure described in claim 5 in order to secure the ground supporting force. It is rooted at the bottom of the river to be used and at the sleeve. First, as shown schematically in FIG. 2, soil is dug at the bottom of the river and on both banks. At the bottom, a predetermined bottom depth is secured from the deepest bottom part of the topographic line k at the bottom of the river, and a horizontal reference line is set to obtain a bottom penetration depth line d, and the bottom penetration depth d is obtained. Dig the floor up to line d. In the sleeve portion, a sleeve insertion depth line m is obtained as a reference line for inserting the steel universal frames A and B and the auxiliary steel frame C into the sleeve portion. The sleeve embedding depth line m is formed along the topographic line k in order to secure a predetermined embedding depth (for example, 2 m) from the sloped topographic line k on both banks of the river. This is a reference line in which parallel lines are set at the height position, and at least floor excavation is performed in the ground up to the sleeve embedding depth line m.

Next, the steel free frames A and B and the auxiliary steel frame C are allocated according to the topography of the installation location of the stone-packed structure and geological data. At this time, at the bottom of the river, the allocated steel free frames A and B may be installed horizontally on the bottom embedding depth line d. In the river sleeve portion, the allocation is made with due consideration given to the embedding of the auxiliary steel frame C. That is, as shown schematically in FIG. 4, sleeves at one side end are schematically arranged in a plurality of stages by a steel free frame A in the completed state, and steel sleeves at both ends of each stage are arranged. Allotment is performed so that the lowermost end portion 9 of the universal frame B is located slightly beyond the sleeve penetration depth line m. Then, a right triangle portion s (see FIG. 2) surrounded by the upper and lower steel free frames B, B and the sleeve embedding depth line m.
) Becomes a space (blank portion), and the space s is filled using the auxiliary steel frame C. Since the shape of the auxiliary steel frame C as viewed in the front direction is formed as a right triangle, it is possible to sufficiently fill the void s of the right triangle (FIG. 4).
Shaded area). Here, as shown in FIG. 4, the inclination angle of the diagonal member 5 that forms the shape of the right-angled triangle as viewed from the front is the lower end 9 of the steel universal frame B at the end and the steel at the end immediately above. The inclination angle of a line connecting the intersection of the lower side of the freely-manufacturable frame B and the sleeve portion penetration depth line m.

In this regard, the auxiliary steel frame C 'shown in FIG.
And the auxiliary steel frame C-2 shown in FIGS. 6 and 7, the auxiliary steel frame C-3 shown in FIGS. 8 and 9, and the auxiliary steel frame C-4 shown in FIG. The space s can be more efficiently and efficiently filled. That is, as shown in FIG. 5, when the lower end 9 of the end steel free frame B is allocated so as to be located slightly deeper than the sleeve penetration depth line m, each of the voids s indicated by oblique lines Is a right-angled isosceles triangle, in which the auxiliary steel frame C 'having the same size as the right-angled isosceles triangle in the front view shape in FIG. 5 can be exactly filled. Also, if the lower end 9 of the steel universal frame B is allocated so as to be located on the sleeve embedding depth line m as shown in FIG. 7, each hatched space s indicated by oblique lines is a right-angled isosceles triangle. Thus, the auxiliary steel frame C-2 having the same size as the right-angled isosceles triangle having the same shape as viewed in the front direction in FIG. 6 can be exactly filled therein.
Also, as shown in FIG. 9, the lower end 9 of the end steel universal frame B is
In the case where the allocation is made so as to be slightly shallower than the sleeve penetration depth line m, each of the voids s indicated by oblique lines becomes an inverted trapezoid, and the shape in the front direction of FIG. The trapezoidal auxiliary steel frame C-3 of the same size can also be filled exactly. In addition, steep sleeve penetration depth line m
In FIG. 10, when the lower end portion 9 of the end steel universal frame B is allocated so as to be positioned on the sleeve depth of penetration line m every other level as shown in FIG. s becomes a large right triangle, and the auxiliary steel frame C-4 of the same size as the right triangle having the same shape as viewed in the front direction in FIG. That is, in the allocation state of the steel free frames A and B shown in FIGS. 5, 7, 9 and 10, the empty steel frame C ', C-2, C-3 or C-4 causes the empty space. The position s can be matched efficiently without excess and deficiency, and can be filled efficiently.

The auxiliary steel frames C, C ', C-
2. The upper end of the diagonal member 5 of C-3′C-4 is not connected to the lower end of the steel universal frame B located immediately above, or the diagonal member 5 of the auxiliary steel frames C-3 and C ′ is not connected. The upper end is in a non-constrained state in which it is not connected to the lower ends of the auxiliary steel frames C-3 and C-3 'located immediately above the upper end, and is configured to allow deformation. In such a state, the stones 8 are packed in the steel universal frames A and B and the auxiliary steel frames C and the like, and the steel universal frames A and B and the auxiliary steel Allocation and installation of frame C, etc.
After a desired number of repetitions of the connection between the members and the stuffing of the stones 8, the lid screen member 4 is provided on the uppermost steel universal frames A, B... (See FIG. 1). Finally, backfill is performed to complete the embankment with stone-packed structures.

Thus, as described above, the space s formed by the steel free frames B, B at the upper and lower ends and the sleeve penetration depth line m is the minimum necessary to fill the space s. It is necessary and sufficiently filled with the auxiliary steel frame C having the minimum size and shape, and the ground support force at the sleeve is sufficiently ensured. In addition, the diagonal member 5 such as the auxiliary steel frame C is free from being restricted by the members of the next upper steel free frame B (or the auxiliary steel frame C-3, etc.). When the deformation or the excess weight of the filling stone material 8 acts on the stone-filled structure, members such as the auxiliary steel frame C (the diagonal member 5, the upper connecting member 6, the screen member 4, etc.) are deformed accordingly. . On the other hand, since the steel universal frames A and B have flexibility due to the link structure, they can be freely deformed. Therefore, the auxiliary steel frame C etc. and the steel universal frame A,
Each member of B does not break, and the stone material 8 does not flow out, and the stuffed structure retains the initial ground support force at the time of embedding. Even if the auxiliary steel frame C or the like breaks, the diagonal member 5 or the like is not connected to the steel universal frame B or the auxiliary steel frame C-3 or the like located immediately above. The soundness of the freely-manufacturable frames A and B is maintained, and only the auxiliary steel frame C or the like is sufficient for restoration.

[0022]

1 to 4 show an embodiment of an auxiliary steel frame C having a right-angled triangular shape as viewed from the front as a usual embodiment. The shape viewed in the front direction as shown in FIG. 3 is a right-angled triangle formed by the diagonal member 5 of the auxiliary steel frame C, the screen material 4 at the uppermost position, and the column member 1 outside the end steel universal frame B. Is formed. The screen material 4 is preferably a material having high rigidity such as a round bar or a flat bar. Also,
It is more preferable to use a tie rod for the screen member 4 connecting the two diagonal members 5, 5, because the role as a strength member and the length adjustment can be performed. In the example shown in FIGS. 2 and 4, the slope angle of the topographic line k is 45% with a slope of 10%.
The example of the degree is shown, and the inclination angle of the sleeve penetration depth line m parallel thereto is also 45 degrees. This 45
The inclination angle of the degree is the same in a second embodiment of FIG. 5 described later, a third embodiment of FIGS. 6 and 7, and a fourth embodiment of FIGS. In this state, in order to sufficiently secure the rooting of the auxiliary steel frame C, the lower end portions 9 of the end steel universal frame B,
In the case where 9 is installed at a position slightly deeper than the sleeve penetration depth line m, the space s formed by the upper and lower end steel free frames B, B and the sleeve penetration depth line m is As shown in FIG. 2, the front view shape is a right-angled isosceles triangle. on the other hand,
The upper end of the diagonal member 5 which is inclined upward with the lower end 9 of the end steel universal frame B as a base point is near the intersection of the lower side of the end steel universal frame B located immediately above and the sleeve embedding depth line m. , The auxiliary steel frame C is formed in the space s of the right-angled isosceles triangle.
It is constructed with the minimum required size that is close to the shape and size of the building.

FIG. 5 shows an embodiment of an auxiliary steel frame C 'having a right-angled isosceles triangle as viewed from the front, as a second embodiment, which is constructed more rationally than the first embodiment. Is done. In the auxiliary steel frame C ′, for example, as illustrated in FIG. 6, the upper ends of the diagonal members 5 and the outer column members 1 of the end steel free frame B are connected to each other by the upper horizontal member 13, and viewed from the front. The shape is formed into a right-angled isosceles triangle by the diagonal member 5, the upper-end horizontal member 13, and the outer column member 1. Therefore, in the first embodiment of FIG. 4 in which the lower end portion 9 of the end steel universal frame B is located beyond the sleeve penetration depth line m, the formed space s of the right-angled isosceles triangle is: The space s is filled with the auxiliary steel frame C 'of the same size as the right angle isosceles triangle having the same shape as that of the space s.

FIGS. 6 and 7 show, as a third embodiment, an embodiment of an auxiliary steel frame C-2 having a right-angled isosceles triangular shape as viewed from the front, which is very similar to the second embodiment. It is constructed reasonably. As shown in FIG. 6, the upper end of the diagonal member 5 and the outer column member 1 of the end steel free frame B are connected to each other by an upper end horizontal member 13, and The shape seen in the direction is the diagonal member 5, the upper end horizontal member 13, and the outer column member 1.
Thus, a right-angled isosceles triangle is formed. When the auxiliary steel frame C-2 is used, the end steel universal frame B is used.
The space s is formed as a right-angled isosceles triangle because the lower end 9 is located so as to be positioned on the sleeve penetration depth line m. Therefore, the space s is formed by the auxiliary steel frame C-2 having the same size as the space s of the right angle isosceles triangle and the same shape as the right angle isosceles triangle.
Is buried without excess and deficiency.

FIGS. 8 and 9 show, as a fourth embodiment, an embodiment of an auxiliary steel frame C-3 having an inverted trapezoidal shape as viewed in the front direction, similar to the second and third embodiments. This is an extremely rational construction example, especially with a deep embedding depth and km
This is suitable when the distance between the lines is long. The auxiliary steel frame C-
3 is a diagonal member 5 and an end steel free frame B as shown in FIG.
The upper end portions of the outer column members 1 are connected by an upper horizontal member 13 and the lower end portions are connected by a lower horizontal member 14 (the joint plate 11 is unnecessary as in the above embodiment). Therefore, the shape seen in the front direction in the figure is formed into an inverted trapezoid by the diagonal member 5, the upper horizontal member 13, the lower horizontal member 14, and the outer column member 1. In the case of the present embodiment, since the lower end 9 of the end steel free frame B is installed so as to be located shallower than the sleeve penetration depth line m, the empty space s has an inverted trapezoidal shape. Therefore, the empty space s is also filled with the excess trapezoidal space s by the auxiliary steel frame C-3 of the same size as the inverted trapezoidal empty space s. However, the upper end of the diagonal member 5 of the auxiliary steel frame C-3 (the upper end connecting member 6)
Are not connected to the lower end of the same auxiliary steel frame C-3 located immediately above.

FIG. 10 shows a fifth embodiment, and FIG. 11 shows a sixth embodiment.
This is suitable when the inclination angle is steep (approximately 60 degrees in the illustrated example). In other words, the end of the steel free frame that is in the form of an inverted staircase is stepped at a plurality of steps such as two steps, which is suitable for filling large voids s at the plurality of steps. In the fifth embodiment shown in FIG. 10, the lower end 9 of the lower steel universal frame B of the end steel universal frames B, which are formed differently at every two upper and lower stages, has a sleeve embedding depth line m. A space s between the ends of the steel universal frames B, B and the sleeve embedding depth line m is a large right triangle extending over the steel universal frames B, B for two steps. ing. The auxiliary steel frame C-4 that fills the empty space s is a right-angled triangle having the same shape as the empty space s (for this shape, the auxiliary steel frame C-4 of the first embodiment is used).
Is substantially the same as ), The space s is formed to have the same size as the space s, and the space s is necessary and sufficiently filled by being connected to the vertical outer surfaces of the steel free frames B, B for two steps.

In the sixth embodiment shown in FIG. 11, the lower end 9 of the lower steel universal frame B among the end steel universal frames B, which are different in every two stages, is formed by a sleeve penetration depth line. m, and a space slightly smaller than the space s in the fifth embodiment is formed. The space is formed by using two types of auxiliary steel frames C ″ and C-3 ′. Buried, that is,
The auxiliary steel frame C "is basically formed in an elongated right triangle similar to the auxiliary steel frame C of the first embodiment shown in FIG. 4, and the auxiliary steel frame C" is formed of the two-stage steel. Flexible frame B, B
Is connected to the outer surface of the lower auxiliary steel frame B. The auxiliary steel frame C-3 ′ is formed in an elongated inverted trapezoidal shape similar to the auxiliary steel frame C-3 of the fourth embodiment shown in FIG. Are connected to the outer side surface of the upper steel universal frame B in the steel universal frame B, and both spaces C ′ and C-3 ′ are alternately combined to fill all the voids. Diagonal material 5 of auxiliary steel frame C-3 '
Is not connected to the lower end of the steel universal frame B located directly above, but the upper end of the diagonal member 5 of the auxiliary steel frame C "is made of the auxiliary steel frame B located immediately above. Frame C-3 '
By not being connected to the lower end of the auxiliary steel frame C ", C-3 'is deformed by adapting to the ground deformation,
The ground support force is maintained.

[0028]

According to the stuffed stone structure according to the present invention, the void formed by the upper and lower end steel free frames and the sleeve penetration depth line fills the void. It is filled with an auxiliary steel frame of the minimum shape and size necessary for the river, and sufficient ground support at the river sleeve can be obtained. In addition, since the upper end of the diagonal member of the auxiliary steel frame is laid without restraining the lower end of the steel free frame or the lower end of the auxiliary steel frame at the position immediately above, the external force such as ground deformation due to unequal subsidence is generated. Even if it works, each member of the auxiliary steel frame is deformed correspondingly, and there is no possibility that the steel member is broken, so that the supporting force is permanently maintained and a high quality dam or the like is provided. Also, the amount of floor digging may be performed as long as the auxiliary steel frame formed to the minimum necessary is buried in the empty space. Putting is achieved.

[Brief description of the drawings]

FIG. 1 is a perspective view showing an end structure of a stone-packed structure.

FIG. 2 is an explanatory view showing an overall allocation procedure of a stone-packed structure.

FIG. 3 is a perspective view showing an auxiliary steel frame.

FIG. 4 is an explanatory view showing a procedure for embedding an auxiliary steel frame.

FIG. 5 is an explanatory view showing a procedure for embedding an auxiliary steel frame of the second embodiment.

FIG. 6 is a perspective view showing an auxiliary steel frame of a third embodiment.

FIG. 7 is an explanatory view showing a procedure for embedding an auxiliary steel frame according to a third embodiment.

FIG. 8 is a perspective view showing an auxiliary steel frame of a fourth embodiment.

FIG. 9 is an explanatory view showing the procedure for embedding the auxiliary steel frame of the fourth embodiment.

FIG. 10 is an explanatory view showing a procedure for embedding an auxiliary steel frame according to a fifth embodiment.

FIG. 11 is an explanatory view showing a procedure for embedding an auxiliary steel frame according to a sixth embodiment.

FIG. 12 is an explanatory diagram of a conventional example.

FIG. 13 is an explanatory diagram of a different conventional example.

[Explanation of symbols]

 A, B Steel free frame C, C ', C ", C-2, C-3, C-3', C-4 Auxiliary steel frame k Terrain line m Sleeve penetration depth line s Void Materials 2 Connecting materials 3 Horizontal materials 4 Screen materials 5 Diagonal materials 6 Upper connecting materials 8 Stone materials 13 Upper horizontal materials

Claims (5)

[Claims] 1. A rectangular parallelepiped skeleton is made of a steel pillar, a horizontal member, and a connecting member, and a screen material is provided on a required surface of the skeleton, and a deformable steel universal frame is individually formed in units. At least one side end is formed in an inverted staircase, and the end is formed in the inverted staircase and is in the space between the end of the sleeve and the penetration depth line of the sleeve. An auxiliary steel frame having a shape and a size necessary to fill the empty space is provided, and the auxiliary steel frame includes a plurality of steel diagonal members, a screen member connecting the diagonal members, and the diagonal member. And the screen material connecting between the pillar members of the steel universal frame are formed in a cage shape, and are connected to the outer side surface of the inverted steel universal frame having the inverted step shape, while the diagonal member is positioned directly above Is not connected to the steel universal frame or the auxiliary steel frame of the above-mentioned steel universal frame and the auxiliary steel frame. A stone-filled structure with a steel universal frame, characterized by being packed with stones. 2. A steel free frame is formed by connecting steel pillars arranged at four corners, a steel horizontal member connecting left and right ends of the pillars, and front and rear ends of the pillars. A rectangular parallelepiped skeleton is made with the steel connecting material to be formed, and a screen material is provided on the required surface of this skeleton to form a deformable unit, which is interconnected horizontally and vertically adjacent to each other The at least one lateral end is formed in an inverted step shape, the auxiliary steel frame, the sleeve penetration depth line along the topographical line of the inclined sleeve of the place to be installed as a dam etc. The shape necessary to fill the void with the end of the steel free frame that forms an inverted staircase,
The auxiliary steel frame is formed in a size, and the auxiliary steel frame includes a plurality of steel diagonal members and a screen member that connects between the diagonal members, and a screen that connects the diagonal member and the outer pillar members of the steel universal frame. The auxiliary steel frame is connected to the outer side surface of the steel frame at the end of the inverted staircase, while the upper end of the diagonal material is located directly above Characterized in that the steel universal frame or the auxiliary steel frame is in an unconstrained state not connected to the lower end thereof, and the steel universal frame and the auxiliary steel frame are each filled with a stone material. Stone-packed structures with frames. 3. The front and rear upper ends of the diagonal member of the auxiliary steel frame are connected by a steel upper connecting member, and the upper end of the diagonal member and the upper end of the outer column member of the end steel free frame are connected. The stone-packed structure of claim 1 or 2, wherein the structure is connected by a steel upper end horizontal member. 4. A void in each step surrounded by an end portion of an inverted staircase-shaped steel free frame and a sleeve penetration depth line is formed in a right triangle or an inverted trapezoid shape when viewed from the front. ,
The auxiliary steel frame formed in a shape and size necessary to fill the space, the shape when viewed in the front direction is formed as a right triangle or inverted trapezoid similar to the space. A stone-filled structure using a steel universal frame according to claim 1, 2 or 3. 5. A plurality of steel free frames and auxiliary steel frames are connected to each other, and a stone stuffing structure formed by stuffing stones therein is used as a dam to provide a predetermined depth of embedding at the bottom and sleeves of the river. In the method of securing and embedding, a) a steel universal frame includes steel pillars arranged at four corners,
A rectangular parallelepiped skeleton is formed by a steel horizontal member connecting the left and right ends of the column member and a steel connecting member connecting the front and rear ends of the column member. A screen material is provided on the surface and the side surface to form a deformable unit; b) the auxiliary steel frame includes a plurality of steel diagonal members, a screen member connecting the diagonal members, and the diagonal member and an end portion; The overall shape is formed in a cage shape by the screen material connecting the outer pillars of the steel universal frame. C) The bottom topography line and the topography of the sleeve that secure a predetermined depth of penetration from the bottom topography line Bottom excavation is performed along the line to the vicinity of the sleeve penetration depth line that secures the prescribed penetration depth, and the adjacent steel free frames are individually adjacently connected to each other in the horizontal direction and interconnected. It is installed on the insertion depth line. Installing the auxiliary steel frame so as to fill the gap between the steel frame and the steel universal frame and the auxiliary steel frame, and stuffing stone into the auxiliary steel frame. D) The upper end of the diagonal member of the auxiliary steel frame is , In a non-constrained state not connected to the lower end of the next upper steel frame or auxiliary steel frame,
Repeat the installation and connection of the next upper steel frame and auxiliary steel frame and the filling of stones, and after attaching the lid screen material to the uppermost steel frame and backfilling, Characterized by the method of embedding stone-packed structures using a steel universal frame.