JP3057968U - Stand for sloped concrete grid frame mounting - Google Patents

Abstract

(57) [Summary] [PROBLEMS] To provide a stand having a novel structure which can be attached to a slope reinforcement concrete lattice frame and mainly supports and fixes various materials and equipment for anchor work in the same place. SOLUTION: A main rod 1 arranged transversely above a lattice part C1.
At both ends of the side, the side shape is a downward open leg structure,
The left and right bifurcated leg rods 2, 2 are formed integrally with each other so that the front shape has an intersecting structure of 90 ° or less with respect to the main rod. Is a slope reinforced concrete grid in which the temporarily worn screw rods 3, 3 can freely advance and retreat in a direction orthogonal to the side wall surface of the lattice portion C1 and can reach the side wall surface of the lattice portion C1. This is a stand with a frame.

Description

[Detailed description of the invention]

[0001]

[Purpose of the invention]

 This device was installed on the slopes of roads formed by cutting through mountains and on slope-reinforced concrete lattice frames on seawalls, rivers and dams. It aims to provide a stand with a new structure that can support and fix materials and equipment.

[0002]

[Prior art]

 Reinforced concrete grid frames will be built to protect the slopes at the slopes of roads and tunnel entrances in mountainous areas, or for seawalls of rivers and dams, but the integration with the protected ground or bedrock will be further strengthened. Therefore, not only the slope-reinforced concrete grid frames immediately after construction, but also the slope-reinforced concrete grid frames that have been passed for a considerable period of time after construction are all properly designed and constructed. However, even if it is used, anchoring work is performed at the intersection of the grid part of the reinforced concrete grid frame with the aim of integration with the deep rock, and the separation phenomenon occurs between the concrete slope and the ground. It doesn't end up causing the entire slope to collapse.

[0003] Anchor work at the intersection of the grid portions of the slope reinforcement concrete grid frame is always a drilling work on an inclined surface, and is carried out under location conditions where it is impossible to introduce a large construction machine. In many cases, a hand-held pneumatic rock drill is unavoidably operated and constructed by a few workers. The drilling machine for concrete slope reinforcement anchors, which has already been put into practical use by the applicant, is lifted and moved by a winch using the vertical lattice as a guide, and is sequentially raised to each intersection and fixed. When laying down and fixing steel pipes to support the track frame vertically on the slope, it is necessary to use pipes for scaffolding and steel pipes for forward / backward track frames. Unless a stand firmly attached to the child part, such as a torii-shaped scaffolding support described in Japanese Utility Model Publication No. 6-12043, is used, a stable scaffold cannot be assembled on the slope. However, it was not possible to support the drill frame on the slope of the track.

However, in this kind of support which has already been put into practical use, the screw rods are configured so as to abut one position each on both side walls of the lattice portion, and the two screw rods are tightened and clamped. The support is temporarily attached to the lattice by the action as described above, and the supporting force of the lattice in the axial direction is reduced by the bite of both screw rod tips into the lattice and the lattice of the reinforcing frame. Since it depends only on the abutment on the top surface, the tip of the double threaded rod may not bite into the grid part in the unlikely event that the bite is insufficient, If an unexpected external force is applied to the concrete that causes the concrete to break or peel, the conventional support can easily rotate in the axial direction of the grid around the reinforcing frame as the center of rotation to increase the support force in the same direction. Because it will be lost In order to avoid these risks, two supports should be temporarily attached to the same grid part at distant places, and a connecting pipe should be bridged between them, and they should be firmly connected with clamps. In addition to the need for extra work such as mounting the support at a remote location and bridging the connecting pipe, the connecting pipe must be used in parallel with the grid. This has the disadvantage of hindering the movement of workers and equipment along the slope of the slope and the obstruction of the installation of materials.

[0005] In view of the above-described circumstances, this invention guarantees a sufficient supporting force in the axial direction of the lattice portion even if only one member is used, and furthermore, the worker moves temporarily to the lattice portion. In addition to being able to carry out this work without any additional materials such as connecting pipes and clamps, it is possible to shorten the time and effort to develop and research support tools that can eliminate the trouble of assembling them. As a result of repeated trial and error and numerous trial productions and experiments, we finally succeeded in completing a stand with a concrete lattice frame with a new structure as detailed below. Things. In the following, the configuration will be described in detail together with an embodiment representative of the present invention shown in the drawings.

[0006]

[Structure of device]

 As can be clearly understood from the embodiment shown in the drawings, which is representative of the present invention, the stand for mounting a concrete lattice frame included in the present invention basically has the following configuration. That is, at both ends of the main rod traversing above the lattice portion of the slope reinforcement concrete grid frame, the side shape has a downwardly open leg structure, and the front shape is 90 ° or less with respect to the main rod. The left and right bifurcated legs are integrally formed, respectively, while the temporarily worn screw rods are perpendicular to the lattice portion side wall surface at the lower ends of the left and right bifurcated legs. This is a stand for attaching a slope-reinforced concrete lattice frame, which has a structure that can be freely moved in and out of the direction and is screwed so as to reach the side wall surface of the lattice part.

[0007] Furthermore, as a stand for mounting a slope-reinforced concrete lattice frame having a more desirable configuration, the side shape faces downward at both ends of a main rod traversed above the lattice portion of the slope-reinforced concrete lattice frame. The left and right sides have a crossing structure of 90 ° or less with respect to the main rod. While the bifurcated leg rods are formed integrally with each other, a temporarily worn screw rod is provided at the lower end side of each of the left and right bifurcated leg rods so that each of the bifurcated leg rods can freely advance and retreat in a direction orthogonal to the lattice portion side wall surface, It can be said that the gist of the present invention is a configuration that is screwed so that it can reach the side wall surface.

[0008] Furthermore, at both end sides of the main rod transversely disposed above the lattice portion of the slope reinforcement concrete lattice frame, the side shape has a downwardly open leg structure, and further, a bridge member portion is disposed in the middle. Each of the left and right bifurcated legs has a substantially A-shaped appearance, and the front shape has an intersecting structure of 90 ° or less with respect to the main rod. At the lower end side of the and at the center of the passing material portion, the temporarily worn screw rods can freely advance and retreat in a direction perpendicular to the lattice portion side wall surface, and can reach the lattice portion side wall surface. Naturally, a stand for mounting a concrete lattice frame with a slope reinforced with a structure that is screwed is also included in the present invention.

[0009] Furthermore, in this invention, at both ends of the main rod transversely arranged above the lattice portion of the slope reinforced concrete lattice frame, the side shape has a downwardly open leg structure. The left and right bifurcated leg rods, each of which has a crossing structure of 90 ° or less with respect to the main rod when viewed from the front, are formed integrally with each other. At the lower end side of each of the left and right forked leg rods and at the center of both crossing material parts, temporarily worn screw rods can freely advance and retreat in a direction perpendicular to the lattice part side wall surface, and the lattice part side. It is screwed so as to be able to reach the wall surface, and the tip of the screw rod screwed in the center of each bridging part has a hook-shaped overturned L-shaped abutment with the upper end bent toward the lattice part side wall surface. Slope reinforced concrete grid frame attachment frame with a gist consisting of the center of the plate part attached to each Command are also included.

[0010] The main rod is arranged so as to cross over a grid portion (a concrete portion having a rectangular cross section projecting like a beam from the intersection to the intersection) forming the lattice structure of the slope reinforcement concrete lattice frame. It has the function of connecting and supporting various materials, such as pipes and pipes, with clamps and other metal fittings, directly placing or hanging the appropriate places of equipment and machinery, and attaching and supporting various mounting hardware for that purpose. Yes, since it requires structural strength, a thick steel pipe is used as in the case of the forked leg described later, and the width of the grid (ie, the dimension in the direction perpendicular to the axis of the grid) is determined. It can be formed into an appropriate shape that is convenient for connection, attachment, and support of the target material or machine tool, such as a straight shape, a rollover shape, a V-shape, an arc shape, etc.

In addition, the main rod is formed in a grid frame having a different size depending on a required slope reinforcement strength, such as a width of a grid portion to be mounted, such as 250 mm, 300 mm, 400 mm, or 500 mm. In consideration of the above, a length adjusting mechanism for appropriately adjusting the entire length, for example, a structure in which one can be plugged into the other, or a separate sleeve for a joint is prepared, and each end is provided with a connecting sleeve. Each has a plug-in structure, etc., and has an appropriate expansion and contraction structure that does not interfere with the strength of bending, compression, tension, etc., and the adjusted length is temporarily fixed at any time For this purpose, a mechanism incorporating a temporary fixing structure such as an insertion pin, a crimping sleeve, and a wedge stopper may be incorporated in a suitable place halfway.

The bifurcated leg rods extend downward from both ends of the main rod so as to be symmetrical, and are located outside the side wall surfaces of the lattice portion. In addition, screw rods that can be pressed orthogonally can be incorporated into the side walls of the lattice portion facing each other, and in order to resist the reaction force due to the pressing of the screw rods, the rods can be combined with the main rods. It has a function of acting like a clamp, and a downward V-shaped or frog crotch-like side shape, or a bridging material portion is arranged midway from the end of each of the aforementioned main rods or from the vicinity thereof downward. It has a bifurcated shape with its lower part widening, such as a shape having a substantially A-shaped appearance. In the frontal shape, the crossing angle with the main rod is 90 ° or less, for example, 45 ° to 80 °, and optimally 60 °. ° so that it has a cross structure with an angle of around In order to maintain the crossing angle firmly, it is welded to and integrated with the rod, and preferably, a reinforcing member made of a steel pipe, a flat plate, or the like is welded over both sides, or interrupted, welded, bolted or otherwise known. It shall be integrated by means of.

[0013] The length of the forked leg rod (the length that fits in the height from the main rod to immediately below) is at least about 50 to 200 mm larger than the height of the lattice portion. When the lower end is set to reach the slope-covered concrete surface, a gap of about 50 to 200 mm is automatically secured between the main rod and the upper surface of the lattice part immediately below the main rod. Outside, it is shorter than the height of the grid part, and if it is set as it is, the main rod will be placed directly on the upper surface of the grid part, and it will be at the lower end of the bifurcated leg rod or near it. At the stage of screwing in the arranged screw rod, a state in which the main rod is floated at a predetermined interval above the upper surface of the lattice portion may be realized, or a screw rod in the center of the passing material portion described later. The hook on the contact plate is the top of the grid. It is also possible that the main rod is automatically mounted in a state of being floated at a predetermined height so as to be hooked on both ends.

The screw rod is disposed at or near the lower end of the bifurcated leg rod, and is screwed and mounted so as to be able to advance and retreat in a direction perpendicular to the lattice portion side wall surface facing each other. It is composed of two pieces, two on one side and two on the other side, and each tip is strongly contacted or bites into contact with the side wall surface of the grating section facing each other. It is supported by the main rod and the left and right bifurcated leg rods that straddle the part, and fulfills the function of supporting the stand for mounting the sloped concrete grid frame of the present invention at four points. When it is in contact with the side wall of the lattice, it should be as strong as possible. Should be able to make a temporary fit and support It is.

[0015] Furthermore, the screw rod is formed to have a structure in which the bifurcated leg rod has a structure in which a bifurcated structure is reinforced by adopting a bridging member partway in the middle of the side shape of which is substantially A-shaped. In the same manner as the screw rods arranged at or near the lower end of the bifurcated leg rod, it is possible to make use of the transfer material part and to be able to advance and retreat in the direction orthogonal to the lattice part side wall surface, similarly to the screw rod disposed at or near the lower end of the forked leg rod It is composed of three on the one side of the lattice part and three on the other side, together with the screw rod, for convenience. It supports six points of the stand, making the attachment to the grid part even stronger and advantageous for its stabilization.

The threaded rod disposed at the center of the cross member has a threaded portion that is closer to the upper side of the bifurcated leg rod having an inclined structure, and the distance to the opposing lattice portion side wall surface is large. Therefore, unlike the screw rod provided at or near the lower end of the bifurcated leg rod, it must be formed to have a long length. As in the case of the screw rod, the tip can be formed to be a sharp part.In addition, the stand height of the stand for mounting the sloped concrete grid frame of this invention on the grid part In order to keep the constant, the center part of the inverted L-shaped contact plate, whose upper end is bent toward the lattice part to form a hook, is attached to the tip. Can also. In the following, the technical concept of the stand for reinforcing the slope with concrete lattice frame of the present invention, which has the above-mentioned configuration as a basic component, will be concretely described so as to be grasped more clearly. Some examples will be taken up, and each will be explained.

[0017]

Embodiment 1 The case shown in the overall perspective view of FIG. 1, the front view of FIG. 2, the side view of FIG. 3, and the front view of FIG. The most typical embodiment of a stand for mounting a concrete lattice frame having the basic structure of (1), in which the lower end of the bifurcated leg is set so as to reach the slope-covered concrete surface. This is one of the examples of things.

As can be clearly understood from the figure, the main rod 1 is made of steel pipe and has a total length of about 1.5 times the upper surface width of the lattice portion. On the right side (in the figure, on the right side), the connection insertion section 11 is welded and integrated toward the other side (on the left side in the figure), and the temporary insertion holes 11a, 11a, .. Are formed, and temporary attachment holes 11b, 11b,... Corresponding to the temporary attachment holes 11a, 11a,. After the connection plug-in portion 11 is inserted into the other steel pipe (left side in the figure) and adjusted to a length corresponding to the width of the upper surface of the lattice portion, the temporary attachment bolts 13 and 13 are removed. Is inserted between the corresponding provisional attachment holes 11a, 11a and the provisional attachment holes 11b, 11b, and has a desired length, that is, the left and right bifurcated legs 2, 2 However, the main rod 1 is adjusted to a length that can secure a space necessary for straddling the target lattice portion C1 and is temporarily attached.

At both ends of the main rod 1, bifurcated leg rods 2 and 2, each of which has a lateral shape and a substantially A shape, are formed so as to have a crossing structure of about 70 ° with respect to the main rod 1. Both the main rod 1 and the bifurcated leg rod 2 are welded and integrated, and reinforcing members 22 and 22 made of steel pipes are also welded and connected to each other to reinforce the main rod 1. The left and right bifurcated leg rods 2 are both firmly integrated at a predetermined angle.

In order to stabilize the structure of the bifurcated leg rod 2 having a laterally expanded shape extending downward, a bridging member 21 is horizontally disposed at a position closer to the upper side, and both ends thereof are welded. In the vicinity of the lower end of each of the bifurcated leg rods 2, a female screw tube portion is previously penetrated and integrated so as to be parallel to the main rod 1, and the female screw tube portion is formed. In addition, a separate screw rod 3 is screwed together to form a structure capable of moving forward and backward in the horizontal direction. In addition, the tip of the screw rod 3, that is, the tip which comes into contact with the side wall surface of the lattice portion C1 is formed in the sharp portion 31, so that the screw rod 3 contacts the lattice portion C1 in the use stage, and the temporary attachment strength. Is made more stable.

[0021]

Embodiment 2 In the case shown in the front view of FIG. 5 and the side view of FIG. 6, the forked leg 2 is provided with another one, apart from the screw rods 3 and 3 of the first embodiment. A representative embodiment of a stand for mounting a concrete lattice frame in which the screw rod 4 is incorporated is shown. The bifurcated leg 2 is formed in a structure in which a steel pipe-forming member 21 is welded and integrated so that both sides have a substantially A-shaped appearance in the same manner as in the above embodiment. As in the case of the screw rods 3 and 3 above, the transfer material portion 21 is screwed in a horizontal shape parallel to the main rod 1 so as to be movable forward and backward. As a result, the tip is formed long enough to reach the side wall surface of the lattice portion C1.

At the lower end of the bifurcated leg rod 2 of this embodiment, short pipe portions 23, 23 for screwing the screw rods 3, 3 are welded and integrated, and a female formed therein is formed. The screw rods 3 and 3 are formed to be screwed into the screw portions so as to be able to advance and retreat, respectively. Therefore, one of the side wall surfaces of the lattice portion C1 is screwed to the above-described bridge member 21. The longer screw rod 4 and the three screw rods 3 and 3 abut against each other, and the screw rod 4 and the screw rods 3 and 3 are similarly arranged symmetrically on the other side wall surface of the lattice portion C1. The ends of the screw rods 4, 3, and 3 come into contact with the other side wall surface of the lattice portion C1, and the stand for mounting the concrete lattice frame of the present invention is mounted on the lattice portion C1 with six points of support as a whole. Become.

Further, the main rod 1 in this embodiment is divided into two parts like the left and right similarly to the first embodiment, and a separate joint sleeve 12 is prepared, and the main joint 1 is horizontally penetrated therethrough. The holes 12a, 12a,... Are formed at predetermined intervals, and the temporary rods 11b, 11b,... Are also provided in both of the main rods 1 divided so as to correspond to the adjustment holes 12a, 12a,. , 11b, 11b,... Are bored, and the divided left and right main rods 1 are respectively inserted into the respective ends of the joint sleeve 12 so that the main rods 1 have a required length as a whole. At this stage, a pin or bolt is formed in a penetrating shape so as to straddle the corresponding adjustment holes 12a and 12a of the joint sleeve 12 and the adjustment holes 11b and 11b of the main rod 1, and the main rod having a predetermined length is formed. 1 is realized. In both the first and second embodiments, the main rod 1 is shown as having a length adjusting mechanism incorporated therein. However, the main rod 1 is not limited to those of these embodiments. Of course, the structure of the main rod 1 of the present invention includes a fixed length corresponding to the upper surface width or a fixed length capable of accommodating a plurality of different upper surface widths. Needless to say,

[0024]

Third Embodiment A front view of a partly omitted front view of FIG. 7 shows another embodiment of the screw rod 4 screwed to the transfer material portion 21, and the upper end is a target lattice portion C1. Is separately formed, and the center thereof is screwed to the tip of the screw rod 4 and integrated. The screw rods 4, 4 attached to the left and right bifurcated legs 2, 2 are screwed and adjusted, respectively, so as to have an interval substantially corresponding to the upper surface width of the target grid portion C1. When the concrete grid frame mounting stand of the present invention is fitted so as to be straddled from above the target grid portion C1, the contact plate portions 41, 41 prepared at the tips of the screw rods 4, 4 naturally. Hooks 42 and 42 are hooked at both ends of the upper surface of the lattice C1 and do not fit further down. The main rod 1 is stopped at a portion spaced from the upper surface of the lattice portion C1 by a predetermined distance.

[0025]

[Operation]

 In the concrete grid frame mounting stand of the embodiment included in the present invention configured as described above, first, the main rod 1 is adjusted to an optimum length according to the upper surface width of the target grid section C1. In addition, after being temporarily fixed (of course, this is not necessary if the main rod 1 has no length adjusting mechanism), the structure taken up in the first embodiment is shown in a front view showing a use state of FIG. As described above, it is fitted over a predetermined portion of the grid C1 so as to straddle from above the grid C1, and the lower ends of the left and right bifurcated legs 2, 2 reach the slope-covered concrete C surface, and become free standing and standing. After the installation, the screw rods 3 at the target positions are screwed together by equal amounts as much as possible toward both side wall surfaces of the lattice portion C1, and their tips are firmly contacted with the side wall surfaces facing each other. 4 points when touching or firmly biting and making contact In this manner, the stand for mounting the concrete grid frame of the present invention is temporarily attached and fixed to a desired position of the grid section C1, and the main rod 1 in a state of being transversely floated at a predetermined distance from the upper surface of the grid section C1. As shown by a dashed line in the figure, the base end of the sloping pipe S is connected to and fixed to the main rod 1 with a clamp S1. Pipes and scaffolds for scaffolding, or pedestals for equipment and devices should be placed and fixed directly or indirectly.

On the other hand, in the case of the stand for mounting the concrete lattice frame shown in the second embodiment, the length of the left and right bifurcated leg portions 2 and 2 is reduced when the lattice portion C1 is fitted into a predetermined position. The main rod 1 is placed on the upper surface of the lattice C1 because each lower end does not reach the slope-covered concrete C surface. With the main rod 1 floating above the upper surface of the lattice portion C1 by a predetermined distance, or with an appropriate bite placed to secure the distance, another worker screws into the passing material portion 21. The screw rods 4 and 4 are screwed in equal amounts as much as possible, and the ends of the screw rods 4 and 4 are firmly abutted or bite against the opposing side wall surface. After floating at the predetermined position, the screw rods 3 at the respective target positions are set. , 3 are screwed in equal amounts as much as possible toward the opposing side wall surfaces of the lattice portion C1, and the ends thereof are firmly in contact with the opposing side wall surfaces, or are bite tightly into a contact state. The stand for mounting the concrete lattice frame of the present invention is temporarily attached and fixed to a desired portion of the lattice portion C1 by point support.

Further, in the case of the third embodiment, as in the case of the second embodiment, the main rod 1 is supported by an operator to float the main rod 1 at a predetermined position above the upper surface of the lattice portion C 1, and the main rod 1 is bitten. When the stand for mounting the concrete grid frame of the present invention is inserted into a predetermined portion of the grid section C1 so as to straddle the grid section C1 from above, it is attached to the bridge members 21 and 21 respectively. Since the hooks 42, 42 of a certain abutment plate 41, 41 are hooked at both ends of the upper surface of the lattice C1 and do not fit deeper, the main rod 1 naturally moves from the upper surface of the lattice C1. First, the screws 4 and 4 are screwed into the screws 4 and 4 as evenly as possible in the same manner as in the previous embodiment. Firmly against the side wall that faces Then, the screw rods 3 at the target position are screwed by equal amounts as much as possible toward the opposing side wall surfaces of the lattice portion C1, and the tips are firmly contacted with the opposing side wall surfaces. It is assumed that the concrete grid frame mounting stand of the present invention is temporarily attached and fixed to the desired position of the grid section C1 at six points on both sides of the side wall face, or touches or abuts firmly.

[0028]

[Effect]

 According to the stand for mounting the concrete grid frame of the present invention configured as described above, the anchor work is performed at the intersection of the grid section of the reinforced concrete grid frame, and the work is performed by the worker at the work site on the slope. The pipe material for the scaffolding and the retreating track when assembling the scaffolds, or sloping and fixing steel pipes to support the frame of the drilling machine for concrete slope reinforcement anchors vertically on the slope Sufficient supporting force in the axial direction of the grid part is assured as a support part for the steel pipe for the frame, etc., and the temporary attachment work on the grid part does not require the worker to move from place to place. It can be implemented and does not require extra materials such as connecting pipes and clamps. Extremely Xiu features is obtained that allows the law surface work I become shall.

Particularly, in the embodiment which is representative of the present invention and is taken up in each embodiment, not only the above-mentioned features can be fully exhibited, but also it is easy to manufacture and can be provided relatively inexpensively. At the same time, it is extremely robust and durable, and the structure is simple and the structure is as lightweight as possible. It is almost ideal as a stand for attaching and supporting materials and equipment for slope work, eliminating all of the shortcomings of conventional scaffolding support brackets, and making it possible to fully substitute them. It becomes.

As described above, the stand for mounting a concrete lattice frame according to the present invention includes various materials, machinery, equipment, devices, and the like, which are indispensable for slope work, such as manufacturability, structural strength, handleability, and safety. It can meet all requirements as a supporting stand, and can perform reliable work efficiently, even in handling during transport, work, storage and storage. In addition to the fact that it is extremely convenient, it can be provided at a relatively low cost, and its practical value has been highly evaluated by people who are working on concrete slope reinforcement anchors. It is expected that it will be.

[Brief description of the drawings]

The drawings show a typical embodiment that embodies the technical concept encompassed by the stand for mounting a concrete lattice frame of the present invention.

FIG. 1 is a perspective view of the most typical stand of the present invention.

FIG. 2 is a front view of the same.

FIG. 3 is a side view of the same.

FIG. 4 is a front view showing the same use state, partially including a cross section.

FIG. 5 is a front view showing another embodiment.

FIG. 6 is a side view of the same.

FIG. 7 is a partially omitted front view showing another embodiment.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 1 Main rod 11 Same connection insertion part 11a Same connection insertion part side temporary attachment hole 11b Same main rod side temporary attachment hole 12 Same joint sleeve 12a Same adjustment hole 13 Same temporary bolt 2 Bifurcated leg rod 21 Same bridging material part 22 Same bridging material part 23 Same short pipe part 3 Screw rod 31 Same sharp part 4 Screw rod 41 screwed into bridging material part 41 Same contact plate part 42 Same hook part C slope coated concrete C1 Same lattice Part S Slanting pipe for retaining S1 Same clamp

Claims (8)

[Utility model registration claims] 1. A side-opening leg structure is provided at both ends of a main rod transversely disposed above a lattice portion of a slope reinforcement concrete lattice frame, and a front shape is formed with respect to the main rod. The left and right bifurcated legs, each having a crossover structure of 90 ° or less, are integrally formed. On the lower end side of each of the left and right bifurcated legs, a temporarily worn screw rod is provided on both sides of the lattice portion side wall. A stand for reinforcing framed concrete slope frame, characterized in that it can be freely advanced and retracted in a direction perpendicular to the vertical direction, and is screwed so as to reach the side wall surface of the grid portion. 2. A side-opening leg structure is provided at both ends of a main rod transversely disposed above a lattice portion of a slope reinforcement concrete lattice frame, and a bridge member portion is provided in the middle. The left and right bifurcated legs are formed integrally with each other so as to have a substantially A-shaped appearance, and the front shape has an intersecting structure of 90 ° or less with respect to the main rod. At the lower end side, a temporarily worn screw rod is screwed so that it can freely advance and retreat in a direction perpendicular to the lattice portion side wall surface and can reach the lattice portion side wall surface. A stand for mounting sloped concrete grid frames. 3. A laterally downwardly open leg structure is provided at both ends of a main rod transversely disposed above a lattice portion of a slope reinforcement concrete lattice frame, and a bridge member portion is provided in the middle. The left and right bifurcated legs are formed integrally with each other so as to have a substantially A-shaped appearance, and the front shape has a cross structure of 90 ° or less with respect to the main rod. In the lower end side of the and at the center of both crossing members, the temporarily worn screw rods can freely advance and retreat in a direction perpendicular to the lattice portion side wall surface, and can reach the lattice portion side wall surface. A stand for mounting a slope-reinforced concrete lattice frame, which is screwed. 4. A side-opening leg structure is provided at both ends of a main rod transversely arranged above a lattice portion of a slope reinforcement concrete lattice frame, and a bridge member portion is provided in the middle. The left and right bifurcated legs are formed integrally with each other so as to have a substantially A-shaped appearance, and the front shape has an intersecting structure of 90 ° or less with respect to the main rod. In the lower end side of the and at the center of both crossing members, the temporarily worn screw rods can freely advance and retreat in a direction perpendicular to the lattice portion side wall surface, and can reach the lattice portion side wall surface. At the end of the screw rod, which is screwed and screwed to the center of each bridging part, the center of the abutting plate in the shape of a hooked L-shaped contact plate with the upper end bent in the direction of the side wall of the lattice is attached. A stand for sloping concrete lattice frames with slopes, characterized in that: 5. The stand for mounting a sloped concrete grid frame according to claim 1, wherein the main rod is provided with a length adjusting mechanism capable of adjusting the entire length thereof. 6. The left and right bifurcated leg rods are separately connected and reinforced by a reinforcing member between the main rod and each of the left and right forked leg rods, and are integrally formed at both ends of the main rod at predetermined angles. The stand for mounting a sloped concrete grid frame according to any one of claims 1 to 5, wherein the stand has a structure in which a change in a connection angle with respect to the main rod is prevented. 7. The screw rod screwed to the lower end of each of the left and right forked leg rods has a sharp end formed on the side that comes into contact with the side wall surface of the lattice portion. The stand for attaching a slope reinforced concrete lattice frame according to any one of the above. 8. Both the lower end side of each of the left and right forked leg rods and the screw rod screwed into the center of the cross member portion are formed with a sharp end at the end contacting the side wall surface of the lattice portion. The stand for mounting a sloped concrete grid frame according to any one of claims 1 to 3, or 5 to 7, wherein the stand is provided.