JP2003055979A - Infinite form, for slope face slope protective construction and execution method thereof - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a fabric form member for a slope face and protective construction adapted for the purpose of repair or protection of a fallen slope or an inclined surface supposed to fall, and a technique capable of surely executing an advantageous construction as the execution method thereof. SOLUTION: This infinite form for a slope a cylindrically formed sheet-like members, and two or more input ports for a kneaded matter such as concrete or mortar are arranged in the longitudinal direction of the cylindrical sheet-like member.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cloth form material for slopes, a slope protector and its construction method, and is used for the purpose of repairing or protecting a collapsed slope or an inclined surface which is expected to collapse. The present invention intends to provide a technique capable of appropriately performing an advantageous construction as a cloth formwork material for slopes and a protection work and a construction method therefor.

[0002]

2. Description of the Related Art Construction for the purpose of protecting slopes or repairing has been carried out in various ways from the past, but in general,
For repairing and protecting slopes, there are spraying methods such as concrete and frame methods, and these methods are appropriately selected and implemented according to various conditions at the construction site. In recent years, the legal framework method, which mainly improves the landscape and improves the landscape, has been relatively well selected. This method of frame construction is roughly classified into a method of assembling and constructing a concrete girder manufactured in a factory and a method of directly assembling a frame on site and spraying concrete or the like.

The slope after cutting out the ground and the like has a comparatively gentle shape such as a slope, and when the slope height is not too long, a method of constructing a concrete girder manufactured in a factory is used. Generally adopted and installed, there is not much risk during installation. However, most of the repair work of slopes that may occur or the slope slopes that occur naturally occur on steep slopes or have complicated terrain, so construction using concrete girders manufactured at the factory is not possible. It is difficult, and a method of assembling an open method frame on site and spraying concrete into the frame is adopted.

In addition, for protection of slopes in underwater areas such as dam reservoirs, it is common to fill concrete or the like with a mat-shaped bag form, but the topography is steep. If it is complicated or complicated, there are restrictions such as shape and weight, and the applicable terrain is limited.

[0005]

The one using the concrete girder manufactured in the factory as described above is troublesome in the working process and is accompanied by a great risk. For example, if there is an obstacle or the like on the collapsed slope or on the slope that may be collapsed, the obstacle is removed or the span of the legal framework is adjusted. In addition, since it is originally a renovation of slopes or protection work that is in a dangerous state, temporary facilities such as safety measures for work and safety measures for the surroundings are indispensable. As a result, there has been a problem that the work time is increased, a long construction period is required accordingly, the risk is increased, and the cost is increased accordingly.

In recent years, the number of skilled workers has decreased, and the work has become more difficult. Further, in the method of frame construction such as concrete spraying, the use of compressed air to dispose of dust, bounce loss material, etc. It requires a considerable number of workers and is concerned about the health of those workers and the surrounding environment. In the conventional method of spraying concrete or the like, the spraying material is conveyed and sprayed through the hose by the air compressor, but at that time, there is a concern that the spraying material may be separated or bounced back to reduce the quality such as insufficient strength.

[0007] Particularly for slope renovation work which is urgently required or construction on complicated and unstable terrain, etc., construction in a short period of time, safety, and stable quality of filler are required.
Consideration for environmental measures is also strongly required. Not only the ground slope, but also applicable to underwater slopes such as dam reservoirs, there is a demand for a slope protection method that can efficiently implement slope protection in underwater areas.

In addition, it is clear that the scaffolding of the ground is not preferable on the slopes as described above, and it is clear that the factory-made concrete is used as the work or the work on the slopes. It is common and proactive to employ molding parts considerably, and it is not heavy labor to carry up and construct concrete parts, which are manufactured on remote flat land and are heavy objects, to the site. I have no choice. As described above, the heavy concrete product has a high possibility of rolling and dropping on an inclined slope, which is very dangerous.

[0009]

Means for Solving the Problems The present invention has been studied to solve the problems in the prior art as described above, and it is effective to adopt a sheet-like cloth form material which can be relatively easily constructed. Properly inject and fill concrete, etc., that is, by assembling the above-mentioned cloth form material with predetermined accessory members, etc., and installing it on the slope freely, then concrete concrete etc. By filling the hardened material, we found short-term construction and safety, stable quality of the filled hardened material, and further realization of favorable environmental measures, and completed the present invention concerning the cloth form material for slopes and its construction method. It is as follows.

(1) A sheet-shaped material part formed in a tubular shape, and a plurality of kneaded material inlets such as concrete or mortar are provided in the lengthwise direction of the tubular sheet-shaped material part. An irregularly shaped formwork for slopes characterized by having been made.

(2) A sealing material is arranged at an appropriate position of the cloth-like body, the sealing material forms a tubular portion, and a shaping wire is arranged inside. An irregularly shaped mold for slopes according to item (1).

(3) The charging port is formed in multiple stages in the longitudinal direction of the tubular portion, and the shaping wire is arranged along the longitudinal direction and the circumferential direction of the tubular portion. ),
An irregular formwork for slopes according to any one of (2).

(4) The irregular formwork for slopes according to any one of (2) and (3), wherein the shaping wire is a stranded wire made of a plurality of wires.

(5) A method according to any one of the above items (1) to (4), characterized in that a bottomless pocket-shaped accommodating portion is formed at a position below the cylindrical portion on the inner surface of the charging port. Unshaped formwork for surface.

(6) An irregularly-shaped formwork for slopes, characterized in that the color tone of the cloth formwork material can be arranged according to the surrounding environment such as a collapsed slope or a slope that may collapse.

(7) A cloth-like material having a tubular shape is attached to a base material via a sealing material, and when the cloth-like material deteriorates or deteriorates with age after installation on a slope, the sealing material The amorphous formwork for slopes according to any one of the above items (1) to (6), which is removable and replaceable from the base material via.

(8) Any one of the above items (1) to (7)
The method characterized by arranging the axis of the cloth formwork for slopes in a direction intersecting with the inclination direction of the slope to be constructed and spreading the sheet material to prevent the slope from collapsing. Face protector.

(9) A tubular form is set on the slope of the construction section,
A method for constructing a slope protection work, characterized in that concrete or mortar kneaded matter is pumped and injected into the tubular form by a pump mechanism.

(10) Along the slope direction of the slope of the construction section,
Alternatively, concrete or mortar kneaded material is charged from the lower end side charging opening of the mold under the condition that the tubular cloth irregularly shaped mold is set substantially, and at least a part of the slope of the construction part in the vertical direction A sloped surface characterized by press-filling concrete or mortar kneaded material with a concrete pump from a multi-stage charging port in the tubular cloth formwork under the condition that the tubular cloth formwork is set by intersecting the slope line of the slope Construction method of protection works.

(11) When constructing the slope protection work described in (10) above, a projecting portion which is partially fixed in the tubular cloth formwork area to be loaded on the slope side of the construction portion is formed. Then
Slope protection characterized by forming a mutually-fitted joint structure between the solidified solidified material of concrete or mortar kneading filled in a tubular cloth formwork and the peripheral filling material. Construction method.

[0021]

With the sheet-shaped member portion formed as a tubular shape, it is set by taking an arbitrary direction with respect to the target slope, and is set in any suitable direction. Even if voids should be generated in each of them, the kneaded material is appropriately pressed and bent with respect to the slope by a slight reduction, that is, the sheet-like material is sufficiently bent and hung depending on general stretching and setting. It is possible to always join stably to the slope that is the surface of the earth and to join stably on a flat surface, thereby forming an effective and stable joint setting relationship even on slopes with some unevenness. You can

A plurality of kneading material inlets such as concrete or mortar are provided in the lengthwise direction of the tubular sheet-shaped material portion set as described above (planar at this setting) Even if there is considerable unevenness on the slope set by, the kneading material will be sent from any appropriate input port, and the inner hole of the sheet-like material part will be appropriately adjusted by the above setting operation. It is possible to easily form an effective press-fit filling state of the kneaded material even in a bent state, and it is possible to make the preceding input material dense by the load of the subsequent input material. Also, the filling state is appropriately connected and fitted, and the filling connection that is engaged and integrated with each other is formed between the slope and the slope. In addition, the kneaded material thus filled inevitably forms a preferable dense sliding solid structure, and when it is hardened, it exerts an effective binding or protecting action with the slope. In addition, the kneaded material that is well-adapted to the uneven plowing on the slope can be introduced and solidified, and the filling and solidification of the kneaded material having a three-dimensional engagement relationship can be obtained.

A sealing material is arranged at an appropriate position on the cloth-like body,
Since the tubular portion is formed by the sealing material and the shaping wire is provided inside, the form and size of the tubular portion can be appropriately changed under each construction condition, and the cloth-like body It is possible to smoothly introduce the kneaded material into the inside of the, and to promptly form and perform the construction corresponding to the respective construction conditions, thereby forming a preferable construction.

At least several meters or more, generally 10 m, are obtained by forming the charging ports in multiple stages in the lengthwise direction of the tubular portion and disposing the shaping wire along the lengthwise and circumferential directions of the tubular portion. As described above, depending on the case, it is possible to perform integrated connection construction for all slopes of 20 to 30 m or more, thereby forming stable and efficient construction. And in this case, 10m
As described above, it is possible to perform compression molding using the large self-weight of a long kneaded mixture, and to easily perform high-strength construction.

Since the shaping wire is a stranded wire composed of a plurality of wires, the rigidity of the steel wire is appropriately alleviated, and an unfixed form material that is appropriately fitted to the cloth material that is the tubular sheet member is provided. The setting and the binding state with respect to the slope are made good, and hence the charging and developing of the kneaded material such as concrete or mortar in the cloth material can be made smoothly.

By forming a bottomless pocket-like accommodating portion at a position below the cylindrical portion on the inner surface of the charging port, the kneaded material charged from the charging port is charged and deployed as a state where the kneaded products are once gathered, and the charging port is When a kneaded material such as concrete is input from the upper input port, the pocket part closes the input port used at the time of previous input and prevents the kneaded material input from the upper input port from leaking out of the cylindrical body. To do.

A cloth form material having a color tone and a color scheme that immediately corresponds to the surrounding environmental conditions can be provided by being able to color the color tone of the cloth form material according to the surrounding environment such as the slope that has collapsed or the slope that may collapse. At least, it is possible to easily and accurately form a construction that is visually comfortable.

By forming the pocket-shaped accommodating portion at the position below the cylindrical portion on the inner surface of the charging port, the kneaded material at the tip of the cylinder loaded from the nozzle-shaped charging port is once received in the pocket-shaped accommodating portion and then the pocket is received. Dispersion and discharge in a state where the kneaded material overflows in the entire circumferential direction of the part to facilitate efficient and uniform charging of the kneaded material in a widening range.

A cloth-like material formed into a tubular shape is attached to a base material via a sealing material, and when the cloth-like material is deteriorated or deteriorated with age after being installed on the slope, the base material is interposed via the sealing material. Since it can be removed from the material, it is possible to ensure the function renewal at the time of deterioration and deterioration due to aging or to secure new functions and aesthetics, satisfy the durability and environmental conditions, and freely form and secure improved slope protection work. .

According to the present invention, by arranging any one of the above-mentioned cloth molds in a direction intersecting with the slope direction of the slope to be constructed and by spreading the sheet material to prevent the slope from collapsing. The fabric form and sheet material are combined to prevent collapse and form slope protection that effectively matches the surrounding environmental conditions.

A cylindrical formwork is set on the slope of the construction section, and concrete or mortar kneaded material is pumped into the cylindrical formwork by a pump mechanism to relatively easily prepare a slope having a considerable area. And, moreover, efficient construction can be done smoothly.

Under the condition that the tubular cloth form is set along or substantially along the slope of the slope of the construction section, concrete or mortar kneaded product is charged from the lower-side inlet of the mold to at least the slope of the construction section. Under the condition that a tubular cloth formwork is set by intersecting the slope line of the slope of the construction section in the vertical direction in a part of the above, concrete or mortar kneaded product is pressed in by a concrete pump from the input port of the tubular cloth formwork. By filling the material, efficient kneading and filling of the kneaded material can be achieved. In particular, the kneaded material of 100 m or more can be smoothly pumped and filled, and the press-fitting and filling work for a considerably large area can be completed within a short time. Make it uniform.

In constructing the slope protection work as described above, a protruding portion that is partially fixed in the inside of the tubular cloth form frame loaded on the slope side of the construction part is formed to form a cylindrical cloth form frame. The tubular cloth formwork described above and the interior thereof are formed by forming a joint structure in which the filled solidified material of the concrete or mortar kneaded inside and the peripheral side filling material are mutually fitted. The fitting structure in which the filling material and the circumferential filling material are fitted to each other is ensured, so that a stable and accurate fitting molded body is formed and an effective and stable coupling relationship is formed.

[0034]

BEST MODE FOR CARRYING OUT THE INVENTION A concrete embodiment of the above-mentioned present invention will be described with reference to the accompanying drawings. First, a typical construction of a concrete construction of a slope protection work according to the present invention. One of the examples is as shown in FIG. 4, which is formed by using the main girder material 4 and the net material 6 for the slope 5 which also has the vegetation 7. Or Figure 2
Is a tubular cloth mold frame 20 formed by using a cloth or sheet 11, the mold frame 20 has a circular cross-section, and has an end portion of the cylindrical cloth mold frame 20. Alternatively, a tape-like sealing material 31 or 32 is attached to the joint portion so that the portion is shaped and reinforced. The cloth or sheet material as described above is the sealing material 31, 3
2, the shape is properly formed, and basically a cylindrical structure as shown in the drawing is formed.

However, in the present invention, in the tubular cloth form frame 20 as described above, the kneading material inlet 1 such as fresh concrete or fresh mortar is arranged at an appropriate interval in the axial direction. Further, the grip portion 12 is provided in the middle or lower portion of the tubular cloth form 20 so as to be suspended with or without being filled with concrete or mortar so that the cargo handling operation can be easily performed.

As shown in FIG. 2, the form of the tubular cloth form 20 and the arrangement of the tape-like sealing materials 31, 32 are the same as those of FIG. 1 described above, and the charging port 1 is also provided. However, the pocket 2 is provided on the lower inner surface of the charging port 1, and the upper portion of the pocket 2 is connected to the charging port 1, that is, it receives the nozzle end charged from the charging port 1. The raw concrete or raw mortar charged as described above is once accepted. In other words, the kneaded material charged from the nozzle is received in the pocket portion 2 and then dropped into the tubular cloth mold 20 so that the kneaded material is evenly distributed in the tubular cloth mold 20. It is a thing. It should be noted that in the state where the pocket 2 is out of bottom and the kneaded material does not reach at least the bottom of the pocket 2, even if the kneaded material is not substantially retained in the pocket 2, the kneading received in the tubular cloth form 20 is performed. After the material reaches the bottom of the pocket portion 2, the kneaded material that has been introduced will not come off from the bottom portion, and the tubular cloth form frame 2
Since the filling of the kneaded material in 0 is not hindered, the filling in the tubular cloth mold frame 20 is smoothly achieved.

As described above, the tubular cloth form frame 20 which is a cloth form frame member is reinforced by surrounding the peripheral parts of the tubular cloth form frame 20 by attaching the sealing materials 31 and 32 to the peripheral parts thereof.
Even if it is a cloth or sheet material, appropriate strength is given to the part to facilitate and precise handling operation, smooth filling and filling, and easy setting operation only with the cloth form material, It is possible to work safely and efficiently without the need for further moving and filling operation after setting.

However, in the case where the cloth form material has a reasonably large diameter and the setting or handling is hindered if the cloth form material is simply left as it is, both ends of the tubular cloth form frame 20 as described above. The inner member guide ring is provided with a sealable material which can be adhered to, and has a diameter slightly smaller than that of the tubular cloth form frame 20 as shown in FIG. 7 or 8, such as a substantially central portion of the tubular cloth form frame 20. 16 can be provided. That is, the guide ring 16 has a wire rope 17 as a reinforcing member.
4 to 6 are arranged at equal intervals, and sealing materials arranged at both ends of the cloth frame 20 are adhered to the shape of the guide ring 16 so as not to create a gap so as to form a tubular shape. It is formed so as not to leak a hardened material such as concrete filled inside the cloth mold 20. The tubular cloth mold 20 may be in a rectangular shape, and in the case of such a rectangular shape, it is preferable to use a dedicated intersection member.

Cylindrical cloth form frame 2 as the form material as described above
For the setting of 0, the tubular cloth formwork 20 that has been assembled is set on the target slope using human power or a crane, the slope is in a good condition, and a relatively gentle slope is adopted. In the terrain, the tubular cloth form 20 is directly brought into the slope to be assembled, but when the slope is in a dangerous shape, the tubular cloth form is formed by an adjacent flat place. It is desirable to assemble 20. Also, considering the situation of the slope, it is desirable to install the cloth mold freely while avoiding obstacles as much as possible.

Cylindrical cloth form frame 20 installed as described above
The inside is filled with concrete, mortar, or the like, and this filling is performed by a concrete pump or the like so as not to sequentially block from one end side to the other end side. It is desirable to visually check for leakage or blockage of the filling and hardening material during filling of such a hardened material. The hardening of the hardened material thus filled is not obtained by uniaxial compressive strength, but mainly by the weight of the hardened material, so that a larger unit weight is advantageous, and it is not limited to a high-strength filling material. However, if the cured product itself is damaged by a slight impact or a crack of the member itself, it is not suitable for stabilizing the slope.

In the tubular cloth mold 20 described above, even if only the tubular cloth body is used as described above, there is no particular problem in charging and filling the kneaded material into the tubular cloth mold 20. As shown in FIG. 5, since this is set to be inclined sideways along the inclined surface of the slope, the flexible tubular cloth form 20 is substantially at least partially closed. In the case where it is not preferable that the guide ring 16 having the shape-retaining action as shown in FIG. 7 or 8 is used in the tubular cloth form 20, or the wire rope 17 or the like is used. It is preferable to employ a member that has That is, even if the diameter is relatively large as shown in FIG. 7, the predetermined cross-sectional shape can be maintained substantially accurately.

The one shown in FIG. 8 separately from the one shown in FIG. 7 is adapted to accommodate a tubular cloth mold 20 having a larger diameter than that shown in FIG. 7, and the four wires shown in FIG. The number of ropes 17 is increased to six, and the auxiliary muscles are increased by about 50% from those in FIG. 7,
In addition, the major axis ratio of the inner and outer rings that are elliptical in response to the set state is also large.

7 and 8 as described above, a stable flexible tubular body is set when it is set along the slope as shown in FIGS. It is obvious that an effective and accurate device for concrete or mortar kneading can be properly designed inside.

It is theoretically and experimentally clear that the slope protection work using the irregular formwork of the present invention as described above can improve the protection function by connecting as wide a range as possible. In particular, it is presumed that the protective action can be enhanced by forming the protective work connected in the width direction rather than the length direction of the protective work. That is, in the present invention, the advantage of connecting the above-mentioned tubular body (indeterminate form) not only in the length direction but also in the plane direction is clear, and in the present invention, it is shown separately in FIG. The present invention provides a connecting joint means 21 having a connecting port 22 in such a crossing direction, and by adopting such a connecting means 21, filling of concrete or the like in which the above-mentioned irregular formwork is connected and integrated in the crossing direction. Can be appropriately designed.

That is, the joint means 21 is adapted to connect the irregularly shaped molds by the tubular cloth molds 20 in the intersecting direction, and concrete or mortar can be used for the above-mentioned respective cylinders through such joints. The pocket portion of the shaped body is selected and charged into the first flow path and the second flow path through a part of the cross section of the joint portion, and under such conditions, the third flow path is filled. It is possible to carry out an operation such as inflow and filling into the fourth flow path, and by filling and molding concrete or mortar into the cross direction formwork, a slope protection work in which irregular formwork is connected in the cross direction It is clear that the slope protection can be performed and the slope protection can be achieved by expanding the area greatly and expanding and improving the slope protection function as compared with a single linear protection work.

To explain the concrete constitution of the above-described cloth form material of the present invention and the cloth form frame, first, a sheet-like cloth form material (basic length of about 5 m / piece) is simply attached to both ends. A sealing material or the like that can be adhered is provided, and an inner member (guide ring) mainly having a circular shape (φ300 to 800) as shown in FIGS. As the reinforcing member, four to six wire ropes and the like are arranged as described above. The fabric form material is adhered with seals or the like arranged at both ends so as not to create a gap according to the shape of the inner member (guide ring). this is,
This is because the hardened material such as concrete that fills the inside of the fabric formwork does not leak out, and when the fabric formwork is installed in a grid pattern, the intersection member 21 as described above with reference to FIG.
To use.

The method of installing the cloth formwork as described above will be explained. The assembled cloth formwork is freely installed on the slope by manual labor or by using a crane or the like. Good, and on terrain with a relatively gentle slope, a cloth form material can be directly brought into the slope and assembled. If the slope of the slope is in a dangerous state, it is desirable to assemble the fabric formwork in an adjacent flat place as described above, and in consideration of the slope condition. It is desirable to install cloth molds freely while avoiding obstacles.

Next, a flow hardening material such as concrete or mortar is filled inside the installed cloth form, and the filling of such a flow hardening material is performed from the upper part to the lower part by a concrete pump car or the like. Fill the fabric form so that it does not become blocked. During filling of the hardened body, it is desirable to perform visual inspection for leakage or blockage of the hardened body.

Further, the hardened body filled in the cloth mold will be described. The collapse prevention effect of the filled hardened body is not obtained by uniaxial compressive strength, but largely depends on the weight of the hardened body. Therefore, it is advantageous that the unit weight of the cured product is large, and it is not limited to high-strength filler. However, if the cured product itself is damaged by impact or cracks in itself, it is suitable for stabilizing the slope. Absent. Further, a certain degree of fluidity is required in order to increase the construction speed or efficiency of the cured body. It is desirable to select a cured product from these viewpoints.

One of the general aspects of the concrete construction is as shown in FIG. 4, and the net material 6 and the pressing wire material 26 having a relatively large diameter are arranged on the slope 5 to be constructed. As shown in FIG. 5 at the main girder material 4 and the end portion and the intermediate portion of the main girder material 4 as shown in FIGS. 1 and 2 or the shape retaining frame material as shown in FIGS. It is as shown in the figure that it is fixed and fixed to the formation by the fixing means 14 and 15.

[0051]

According to the present invention as described above, the interior part body such as the guide ring or the wire rope has a shape-retaining action which can be appropriately used in combination with the sheet-like cloth form material which is easy to manufacture and handle. It is possible to make an accurate setting for the slope by adopting the above, and by filling concrete or mortar into the inside of such a sheet-shaped cloth form material, unevenness on the intended slope of the form material and other Effective and sufficiently familiar settings can be performed easily and smoothly, and the slopes can be modified or repaired appropriately to obtain effective slope protection, which greatly reduces the construction period and cost. This is an invention that is industrially highly effective because it can exhibit favorable advantages in terms of safety and environment as well.

[Brief description of drawings]

FIG. 1 is a partial perspective view of a tubular sheet-shaped body for forming a support portion and the like in the present invention.

FIG. 2 is a partial perspective view similar to FIG. 1 of another tubular sheet member according to the present invention.

FIG. 3 is a partial plan view showing the arrangement of gripping parts in FIG.

FIG. 4 is an explanatory view showing a partial cross section in a general oblique view showing a construction state of a slope protection work according to the present invention.

5 is a cross-sectional view showing a configuration of a part shown in FIG.

FIG. 6 is a perspective view of an intersection member used at the intersection of the tubular sheet body as shown in FIGS.

FIG. 7 is an explanatory diagram showing a cross-sectional configuration of a first form holding frame body for the tubular sheet-shaped body of the present invention.

FIG. 8 is a cross-sectional configuration explanatory diagram regarding a second form holding frame body for a relatively large tubular sheet-shaped portion body of the present invention.

[Explanation of symbols]

1 Kneading material entrance 2 pockets 3 wire rope 4 main girder materials 5 slopes 6 Net material 7 vegetation 8 slope protection 9 roads 11 sheets 12 Handle 14 Fixing means 15 Fixing means 16 Guide ring 17 wire rope 18 Auxiliary horizontal rod (horizontal) 19 Auxiliary horizontal rod (crossing direction with auxiliary horizontal rod 18) 20 Cylindrical cloth formwork 21 Crossover means 22 Connection port 31 Tape-shaped sealing material 32 Tape-shaped sealing material

   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yukichi Nakamura             4-10-10 Kachidoki, Chuo-ku, Tokyo F term (reference) 2D044 DC01

Claims (11)

[Claims] 1. A sheet-shaped material part formed in a tubular shape, wherein a plurality of kneaded material inlets such as concrete or mortar are provided in the lengthwise direction of the tubular sheet-shaped material part. An irregular formwork for slopes, which is characterized by 2. A cloth material is provided with a sealing material at an appropriate position, the sealing material forms a tubular portion, and a shaping wire is provided inside. The irregular formwork for slopes described in 1. 3. The injection port is formed in multiple stages in the longitudinal direction of the tubular portion, and the shaping wire is arranged along the longitudinal direction and the circumferential direction of the tubular portion. The amorphous formwork for slopes according to any one of 2. 4. The amorphous formwork for slopes according to claim 2 or 3, wherein the shaping wire is a stranded wire made of a plurality of wires. 5. The sloped irregular shape mold according to any one of claims 1 to 4, wherein a bottomless pocket-shaped accommodating portion is formed at a position below the cylindrical portion on the inner surface of the charging port. frame. 6. An irregular formwork for slopes, wherein the color tone of the cloth formwork material can be arranged according to the surrounding environment such as a collapsed slope or a slope that may collapse. 7. A cloth-like material having a tubular shape is attached to a base material via a sealing material, and when the cloth-like material deteriorates or deteriorates with age after being installed on a slope, the sealing material is The amorphous formwork for slopes according to any one of claims 1 to 6, which can be detached from the base material via the base material. 8. The sheet material is stretched while arranging the axis line of the cloth mold for slopes according to any one of claims 1 to 7 in a direction intersecting with the inclination direction of the slope to be constructed. A slope protection work that prevents the slope from collapsing. 9. A method for constructing a slope protection work, characterized in that a tubular form is set on the slope of the construction section, and concrete or mortar kneaded material is pumped and injected into the tubular form by a pump mechanism. 10. A concrete or mortar kneaded product is charged from a lower end charging port of the mold under the condition that a tubular cloth irregular mold is set along or substantially along the slope direction of the slope of the construction section, Kneading concrete or mortar from a multi-stage charging port in the tubular cloth form under the condition that at least a part of the slope of the execution section intersects the inclined line of the slope in the up and down direction and the tubular cloth form is set. A method for constructing slope protection, which is characterized by press-fitting and filling objects with a concrete pump. 11. When constructing the slope protection work according to claim 10, forming a projection partly fixed in the tubular cloth formwork area loaded on the slope side of the construction part, Slope protection work characterized by forming a joint structure that is fitted to each other between the solidified material of the concrete or mortar kneaded material and the peripheral material filled in the frame made of fabric Construction method.