JP2016017293A - Temporary enclosure fixing method and underground anchor - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a fixing method that enables a temporary enclosure to be firmly fixed without securing extra space, and an underground anchor for use in the same.SOLUTION: In a temporary enclosure fixing method, reinforcing H-shaped steel frames are combined together. In an underground anchor, a circular steel plate having a circular opening provided in a central part is welded to both ends of a steel pipe; a first end has a plate, a plate holding bolt and a tightening bolt; and a second end has a cylindrical rubber serving as an anchor body, and a tip bolt penetrating the cylindrical rubber.SELECTED DRAWING: Figure 13

Description

  The present invention relates to a temporary enclosure fixing method for enclosing the outer periphery of a construction site, and a soil anchor used therefor.

  In general, the universal steel plate temporary enclosure shown in FIG. 1, which is a temporary structure, is removed when a structure is completed. Therefore, the universal steel plate temporary enclosure is generally fixed using a single-pipe pipe that can be easily pulled out. The universal steel plate temporary enclosure 114 is a combination of a vertical pipe 110 of a single pipe pipe and a horizontal pipe 111 with an orthogonal clamp 112. A universal steel plate 114 or a flat panel is attached to the horizontal pipe 111 of the single pipe pipe, and the Yarraz 115 is used as a reinforcement for the driven single pipe pipe 116. The root spring 117 has been used by connecting it with a free clamp 113.

  However, since the single pipe pipe 116 driven by the conventional method is not pulled out only by the peripheral frictional resistance of the single pipe by being driven into the ground, the single pipe pipe 116 is pulled out during a strong wind and the universal steel plate temporary enclosure is Without collapse on the road side or without Yarazu 115, the vertical single pipe pipe would bend due to insufficient strength and the universal steel plate or flat panel could come off and collapse. Therefore, when strong winds are expected, the construction site collapses to the road side by pulling the rope from a single pipe pipe combined with a universal steel plate temporary enclosure and pulling it with heavy equipment such as heavy equipment for construction, laid iron plates, buildings, etc. I was trying not to.

  And, the universal steel plate temporary fence Yarazu 115 and the root 116 provided for reinforcement must be provided as reinforcement even in the construction site where the site is narrow, so a dead zone of 1.5m to 2.0m can be created in the site, The inside became even narrower, and trucks and mixer trucks for carrying materials protruded from the sidewalks and public roads, and they were carried in by carrying the materials by color corn (registered trademark). Also, when working on a rough terrain crane, etc., if the site is too small, apply for a road use permit at the police station, get permission, remove the universal steel plate temporary fence, protrude onto the sidewalk and public road, (Registered trademark) and work with a guard man placed. At the end of the work, the universal steel plate temporary enclosure was restored and finished.

  In addition, since there is little space to set up a material storage area at a construction site with a small site, a part of the work space is used as a material storage area, and if it gets in the way of work, it can be moved many times to an empty space and wasted. Since time and labor were wasted and there was no space for safety passages, there was an increased risk of injury by workers passing through the places without safety passages.

  As an improvement measure, there is a method that uses a mesh fence instead of a universal steel plate temporary fence, but the mesh fence is low in height and can be easily removed, and the inside of the site can be seen. It is easy to invade. Therefore, the possibility of theft of materials, etc., and the possibility of injuries in the field when a child enters are also increased.

  In addition, it is conceivable that dust and scattered objects on the site may go out of the site, and it is intimidating because heavy machinery etc. can move around from outside the site, causing complaints from passersby and neighboring residents It was easy.

  The present invention is intended to provide a fixing method capable of firmly fixing a temporary enclosure without taking extra space.

  In the invention of claim 1, the temporary enclosure is fixed with a soil anchor.

  In the invention of claim 2, the horizontal H steel material and the vertical H steel material of the reinforced H steel frame are configured in an L shape, and the horizontal H steel material is buried in the soil and fixed with a soil anchor. The temporary enclosure was fixed.

  In the invention of claim 3, a circular steel plate having a circular opening at the center is welded to both ends of the steel pipe pipe, the fastening bolt is provided at the first end, and the anchor body is provided at the second end. A cylindrical rubber and a tip bolt penetrating into the cylindrical rubber, the fastening bolt and the tip bolt are screwed into a joint nut inside the steel pipe pipe, and a joint nut rotation stop plate is inside the steel pipe pipe. The joint nut does not rotate but only moves up and down.

  In the invention of claim 4, the first end has a plate, a plate holding bolt, and a tightening bolt, and the drawing resistance is transmitted to the ground, asphalt, concrete under the plate, and can be firmly fixed. .

  According to the first aspect of the present invention, the universal steel plate temporary enclosure that surrounds the outer periphery of the construction site using the soil anchor can be provided, and the temporary enclosure can be fixed without fear of coming off easily.

  Originally, Yaraz is driven and connected to a single pipe pipe in order to reinforce the universal steel plate temporary enclosure so that it does not fall to the road side due to wind loads, etc. In addition, the all-purpose steel plate temporary fence becomes difficult to fall to the road side.

  According to the second aspect of the present invention, by combining the reinforced H steel frame with the L type, the vertical single pipe of the universal steel plate temporary enclosure can be reinforced with the H steel material, so that the bending of the upper part of the single pipe is generated. Can be prevented. Therefore, the universal steel plate and the flat panel are not detached and collapsed, and the necessity of providing a Yarazu is eliminated.

  Since the H steel stretched in the horizontal direction of the reinforced H steel frame is buried in the ground, it is possible to use 1.5 to 2.0 m of the dead zone created by Yarazu in the site as an effective space, and a material storage place in that space , Safety passages, and on-site entry of incoming vehicles.

  Since the universal steel plate temporary enclosure can be assembled by combining the underground anchor and the reinforced H steel frame, it will not protrude on the sidewalk or public road, and third party disasters and complaints will be reduced. In addition, it is possible to secure a space to make a material storage place without wasting time and labor by moving materials many times, and a safety passage can be secured, so there is a danger of workers who have passed there without a passage. Decrease. Therefore, risk factors inside and outside the site, wasted time and waste of labor are reduced, and construction costs are reduced by reducing the occurrence of complaints from passersby and neighboring residents.

  According to the invention of claim 3, the normal underground anchor is a part of the structure and is not removed, but this reusable underground anchor has a distal end portion that is tightened with a tightening bolt during installation. When the rubber is deformed into a spherical shape, an anchor body is formed, and the pulling resistance increases, making it difficult to pull out.When removing it, the deformed rubber is restored to its original shape by loosening the tightening bolts, and the pulling resistance is reduced. You can remove the anchor in the soil as you did with a pipe, so nothing remains in the soil.

  According to the invention of claim 4, by providing the plate and the plate holding bolt, the drawing resistance generated by the reusable underground anchor of claim 3 can be transmitted to the ground, asphalt, and concrete below the plate. , H steel can be fixed firmly.

It is a perspective view which shows the state in the example of installation when installing the conventional temporary enclosure. It is a reusable underground anchor perspective sectional view of the product of the present invention. It is a reusable underground anchor see-through | perspective detailed lower perspective view of this invention product. It is a see-through | perspective lower detailed perspective view which shows the condition which fastened the fastening volt | bolt of the reusable underground anchor of this invention product. It is a reusable underground anchor see-through | perspective detailed detailed perspective view of this invention product. It is a top view of the reinforcement H steel frame of temporary enclosure using the underground anchor of this invention product. It is a cross-sectional view of the reinforcement H steel frame of the temporary enclosure using the underground anchor of this invention product. It is a horizontal detailed see-through perspective view of a reinforced H steel frame of a temporary enclosure using a soil anchor of the present invention product. It is a detailed perspective view in the vertical direction of a reinforced H steel frame of a temporary enclosure using an anchor in the product of the present invention. It is a front view of the reinforcement H steel frame of temporary enclosure using the underground anchor of this invention product. It is a cross-sectional view which shows the state in the example of installation when temporary enclosure is installed with the reinforcement H steel frame of temporary enclosure using the reusable underground anchor of this invention product. It is a perspective cross-sectional detail drawing which shows the state which tightened the bolt of the anchor of the underground anchor of the reinforcement H steel frame of the temporary enclosure using the present invention reusable underground anchor. It is a perspective view which shows the state in the example of installation when a temporary enclosure is installed with the reinforcement H steel stand of temporary enclosure using the underground anchor of this invention product.

  FIG. 2 is a perspective sectional view of a reusable underground anchor used in the present invention. A circular steel plate 24 is welded to one end of a cylindrical steel pipe pipe 25, and a rectangular steel plate 23 is attached to the circular steel plate 24. And tightening bolt 21 is inserted. At the center of the rectangular steel plate 23, a circular opening is made about 2 mm larger than the nominal diameter of the fastening bolt 21, and a female screw is cut with a tap so that the plate presser bolt 22 is screwed with the circular opening interposed therebetween. Are arranged. A flat washer 29 is passed through a tip bolt 28 provided at the other end of the cylindrical steel pipe 25, and is inserted into a cylindrical rubber 27 serving as an anchor body. Between the cylindrical rubber 27 and the joint nut 26, a circular steel plate 30 to which a rotation stop plate 31 is welded is sandwiched. When the male screw of the tip bolt 28 and the fastening bolt 21 are screwed together with the joint nut 26 and the circular steel plate 30 and the steel pipe 25 are welded, the reusable underground anchor of the present invention is completed.

  3 to 5 show the function of each part. As shown in FIG. 3, the circular steel plate 30 has a rotation stop plate with a gap of 0.5 mm to 1 mm from the chamfered part of the joint nut 26. 31 is welded, and the steel pipe pipe 25 and the circular steel plate 30 are also welded. Therefore, when the tightening bolt 21 is tightened, the male thread portion is screwed into the 5 cm to 10 cm female thread portion of the joint nut 26. It is like that. Therefore, the tip bolt 28 screwed with the joint nut 26 is pulled upward in the figure, and functions to transmit the pulling force to the cylindrical rubber 27 as an anchor body as a compressive force. The flat washer 29, the steel pipe pipe 25, and the circular steel plate 30 have the same outer circumference as the end of the cylindrical rubber 27. The circular steel plate 30 is about 2 mm from the nominal diameter of the tip bolt 28. Since the large circular opening is vacant, the tip bolt 28 enters the steel pipe 25 almost straight.

  As shown in FIG. 4, when the tightening bolt 21 is screwed into the female screw portion of the screwed portion of the joint nut 26, a co-rotation phenomenon occurs unless the joint nut 26 is fixed. 26 and the tip bolt 28 rotate in the same direction. However, when the joint nut 26 is sandwiched by the rotation stop plate 31, the joint nut 26 and the tip bolt 28 are lifted upward, and a flat washer. The cylindrical rubber 27 compressed between 29 and the circular steel plate 30 is deformed into a spherical shape, and its diameter becomes larger than that of the steel pipe 25, thereby functioning as an anchor body.

  When the anchor body is in a deformed state, the steel pipe 25, the fastening bolt 21 and the steel plate 23 are fixed in the soil and cannot be removed even if a pulling resistance is applied. Therefore, as shown in FIG. 5, when the plate retainer bolt 22 arranged on the steel plate 23 is tightened, the plate retainer bolt 22 is screwed into the steel plate 23 while being screwed together because the female plate 23 is internally threaded. The punching resistance is transferred to the lower side of the steel plate 23 through, for example, a plate, ground, asphalt or concrete. At that time, the pulling resistance is stored in the plate presser bolt 22 and the pulling force is accumulated.

  Since the circular steel plate 24 is welded to the steel pipe 25, it can be used for fixing the temporary enclosure even when the steel plate 23 and the plate holding bolt 22 are eliminated.

  In addition, this reusable underground anchor is not a mortar or synthetic resin anchor that is injected and solidified after drilling, but by using a rubber anchor without leaving the anchor or anchor body in the soil. The removal is possible.

  An example of reinforcement of the temporary enclosure using the reusable underground anchor will be described with reference to FIGS. As shown in FIG. 6, a member in which the vertical direction H steel material 1 and the horizontal direction H steel material 2 are combined in an L shape is reinforced to the vertical joint H steel material 3 and the horizontal joint H steel material 4 with a stiffener 6 and an attachment plate 7. Assembling and joining, the steel plate 5 welded to the horizontal H steel material 2 is pressed against the ground, so that the vertical single pipe pipe is bent by the vertical H steel material 1 which is a weak point of the conventional temporary enclosure. Reinforce.

  First, as shown in FIG. 7, a range corresponding to the length and width of the reinforced H steel frame is dug down with a backhoe about 10 cm from the design ground, and the flat ground 18 is adjusted. The soil dug down at this time will be reused as backfill soil 17 for burying the horizontal H steel material 2 and the horizontal joint H steel material 4 in the ground later, so it is temporarily placed in a place where it does not get in the way.

  The horizontal H steel material 2 and the horizontal joint H steel material 4 are buried in the ground, and when used as a pedestrian passage when on the ground surface, there is a risk of rolling and overturning and hindering vehicle entry and the like. Because of that. However, if the material storage site is left without being partially refilled, a gap is created between the horizontal H steel material 2 and the flat ground 18, and it becomes easy to pass wires and the like, leading to an increase in work efficiency. .

  The steel plate 5 of the horizontal direction H steel material 2 is installed on the ground 18 which has been flattened in contact with the ground 18 at a pitch of 1 to 2 m, and the end of the horizontal joint H steel material 4 is attached as shown in FIG. It abuts against the end of the stiffener 6 on the side surface of the horizontal H steel material 2, attaches the attachment plate 7, and tightens and fixes the bolt nut 8 through the bolt hole.

  After processing the vertical H steel material 1 on the horizontal H steel material 2 in which the steel plate is welded to the flange part in contact with the ground and combining it with the L shape, as shown in FIG. The end portion of the H steel material 3 is brought into contact with the side surface of the vertical H steel material 1 and the end portion of the stiffener 6, the attaching plate 7 is attached, and the bolt nut 8 is passed through the bolt hole and fixed. As shown in FIG. 10, the vertical H steel material 1 and the vertical joint H steel material 3 are sequentially fixed to be integrated with the horizontal H steel material 2 to increase the overall rigidity.

  As shown in FIG. 11, the vertical steel pipe 10 of the temporary enclosure using the universal steel plate 14 has a diameter of Φ48.6 mm. When it is 3.0 m, bending occurs in a strong wind. This is because strong wind hits the universal steel plate 14 attached to the horizontal single pipe 11 and bends by wind load. However, since the vertical H steel material 1 reinforces along the vertical single pipe 10, the occurrence of bending can be suppressed. Further, by integrating the H steel frame, it is possible to receive a wind load with the whole rigidity, so that it is difficult to fall down.

  In addition, since the H steel frame is not bent and the overall rigidity is increased, the need for Yaraz 115 and rooting 117, which was necessary for reinforcement, is eliminated, and 1.5m to 2.0m that was made in the field. The dead zone is eliminated and a usable space is created.

  When the processed reinforced H steel frame is assembled, as shown in FIG. 11, the soil in the inner hole portion of the steel plate 5 is drilled to a predetermined depth, the soil in the drill hole is taken out, and the tip bolt 28 is The underground anchor 9 is inserted deeply in the form of being set below the soil until the steel plate 5 below the horizontal H steel material 2 and the steel plate 23 above the soil anchor 9 contact each other.

  As shown in FIG. 12, when the fastening bolt 21 on the upper side of the reusable underground anchor 9 is tightened with an impact wrench or the like, the joint nut 26 moves upward, so that the cylindrical rubber 27 in the soil is compressed, The cylindrical rubber 27 at the tip end is deformed into a spherical shape inside the drilled hole, becomes an anchor body, presses the hole wall, and becomes larger than the diameter of the steel pipe pipe 25 of the reusable underground anchor 9.

  When the cylindrical rubber 27 serving as the anchor body is deformed into a spherical shape by compression, the pulling resistance is added to the peripheral friction resistance and it is difficult to pull out from the single pipe pipe 116 to be driven.

  Further, since the anchor body of the reusable underground anchor 9 is rubber, when the fastening bolt 21 is loosened, the cylindrical rubber 27 which has been deformed into a spherical shape returns to its original shape, and the drawing resistance is lost and the single pipe pipe 116 is driven. Since it can be pulled out in the same way, it can be removed without leaving an anchor in the soil.

  The reusable underground anchor 9 fixed to the ground is formed by the reusable underground anchor 9 by appropriately tightening the plate holding bolt 22 attached to the steel plate 23 on the upper side of the reusable underground anchor 9. The frictional resistance and the pulling resistance are transmitted to the steel plate 5 so that the steel plate 5 presses the ground 18 and comes into close contact with each other, and the same function as the portion for storing the tensile force is obtained.

  Further, when the plate retainer bolt 22 is loosened and removed, when the steel plate 5 is further tightened and the steel plate 5 is retained, the reusable underground anchor 9 is released from close contact with the soil and lifts up from the soil, so that the removal is easy. Become.

  As shown in FIG. 11 above, the soil generated when the backhoe is dug in the portion of the temporary ground using the universal steel plate 14 and the portion corresponding to the length and width of the reinforced H steel frame about 10 cm from the design ground. It is diverted as the backfill soil 17 and backfilled to the height before digging first, and returned to the original site ground in a flat state.

  As shown in FIG. 13, the catch clamp 13 is attached to the vertical H steel material 1, the vertical single pipe 10 is attached along the vertical H steel material 1, and the horizontal single pipe 11 is attached to the vertical single pipe 10. Tightened with the orthogonal clamp 12. The universal steel plate 14 is attached to the tightly connected horizontal single pipe 11 to complete the reinforcement of the temporary enclosure using the reusable underground anchor 9.

  The reusable underground anchor 9 is used in place of the conventional single-piece pipe 116 for the universal steel plate temporary enclosure, and the universal steel plate temporary enclosure collapses to the road side due to the conventional problem of strong wind. By adjusting the lengths of the single pipe 25, the fastening bolt 21 and the joint nut 26, an anchor body can be formed at a depth corresponding to the N value of the ground.

  In addition, conventional anchors on asphalt roads are driven only into the asphalt layer, so the reliability against pulling resistance is inferior to that of concrete, but the reusable underground anchor 9 of the present invention is driven down to the subbase. Reliability can be improved because it can be locked in.

  The underground anchor of the invention of claim 1 and the underground anchor of the invention of claim 2 can be replaced with the reusable underground anchor of the invention of claim 3.

DESCRIPTION OF SYMBOLS 1 Vertical direction H steel material 2 Horizontal direction H steel material 3 Vertical joint H steel material 4 Horizontal joint H steel material 5 Steel plate 6 Stiffener 7 Connecting plate 8 Bolt nut 9 Reusable underground anchor 10 Vertical single pipe 11 Horizontal Directional single pipe 12 Orthogonal clamp 13 Catch clamp 14 Universal steel plate 15 Boundary stone 16 Sidewalk 17 Backfill soil 18 Ground 21 Tightening bolt 22 Plate retainer bolt 23 Steel plate 24 Round steel plate 25 Steel pipe pipe 26 Joint nut 27 Cylindrical rubber 28 End bolt 29 Flat washer 30 Round steel plate 31 Anti-rotation plate 110 Vertical single pipe 111 Horizontal single pipe 112 Orthogonal clamp 113 Universal clamp 114 Universal steel plate 115 Yarazu 116 Driving single pipe 117

In the invention of claim 1, after the temporary enclosure is buried in the soil, the outer diameter of a part of the temporary enclosure is fixed with a soil anchor that can be changed from the outside .

In the invention of claim 2, the horizontal direction H steel material and the vertical direction H steel material of the reinforced H steel frame are configured in an L shape, and the horizontal direction H steel material is embedded in the soil, embedded in the soil, and a part of the outer diameter Is fixed with a soil anchor that can be changed from the outside , and a temporary enclosure is fixed to the H steel material.

According to the invention of claim 1, after embedding in the soil , a universal steel plate temporary enclosure can be provided that surrounds the outer periphery of the construction site using a soil anchor that can change the outer diameter of a part from the outside. The temporary enclosure can be fixed without the risk of easy removal.

Originally, Yaraz is driven and connected to the single pipe pipe is meant to reinforce the universal steel plate temporary fence so that it does not fall down to the road side due to wind loads, etc., but after burying it in the soil, the outer diameter of a part is changed from the outside By using an anchor in the ground, the pulling resistance is added to the peripheral friction resistance, and the universal steel plate temporary enclosure is not easily fallen to the road side.

After embedding in the soil, a universal steel plate temporary enclosure can be assembled by combining a soil anchor and a reinforced H steel frame that can change the outer diameter of a part from the outside, so that it can protrude on the sidewalks and public roads Loss of third party disasters and complaints. In addition, it is possible to secure a space to make a material storage place without wasting time and labor by moving materials many times, and a safety passage can be secured, so there is a danger of workers who have passed there without a passage. Decrease. Therefore, risk factors inside and outside the site, wasted time and waste of labor are reduced, and construction costs are reduced by reducing the occurrence of complaints from passersby and neighboring residents.

In the invention of claim 1, a circular steel plate having a circular opening at the center is welded to both ends of the steel pipe and the temporary enclosure is welded, and has a fastening bolt on the first end side, and the second end A cylindrical rubber for forming an anchor body on the side and a tip bolt penetrating into the cylindrical rubber; the fastening bolt on the first end side and the tip on the second end side inside the steel pipe pipe The bolt is screwed into the joint nut, a joint nut rotation stop plate is provided inside the steel pipe pipe, the joint nut does not rotate and only moves up and down, and the cylindrical rubber becomes spherical by tightening the tightening bolt. An anchor body is formed by deformation, and the cylindrical rubber that has been deformed by loosening the tightening bolt is returned to its original shape, and is fixed by a soil anchor.

In the invention of claim 2, the horizontal direction H steel material and the vertical direction H steel material of the reinforced H steel frame are configured in an L shape, the horizontal direction H steel material is buried in the soil, and at both ends of the steel pipe pipe, A circular steel plate having a circular opening is welded, has a fastening bolt on the first end side, and penetrates into the cylindrical rubber and the cylindrical rubber for forming an anchor body on the second end side Provided with a front end bolt, wherein the fastening bolt on the first end side and the front end bolt on the second end side are screwed into a joint nut inside the steel pipe pipe, and a joint nut rotation stop plate is provided inside the steel pipe pipe. Provided, the joint nut does not rotate but only moves up and down, and by tightening the tightening bolt, the cylindrical rubber is deformed into a spherical shape to form an anchor body and is deformed by loosening the tightening bolt Cylindrical shape Arm is fixed in the soil anchor, characterized in that is configured to return to its original shape, was set to secure the temporary enclosure to H steel.

According to the invention of claim 1, a circular steel plate having a circular opening in the center is welded to both ends of the steel pipe pipe, the fastening bolt is provided on the first end side, and the second end side A cylindrical rubber for forming an anchor body and a tip bolt penetrating into the cylindrical rubber, and the fastening bolt on the first end side and the tip bolt on the second end side inside the steel pipe Screwed into the joint nut, and provided with a joint nut rotation stop plate inside the steel pipe pipe, the joint nut does not rotate and only moves up and down, and by tightening the tightening bolt, the cylindrical rubber is deformed into a spherical shape An anchor body is formed, and the cylindrical rubber that has been deformed by loosening the tightening bolt is returned to its original shape. Surrounding It is possible to provide a universal steel plate temporary enclosure, easy to escape fear can be fixed without temporary enclosure.

Originally, Yaraz is driven and connected to a single pipe pipe in order to prevent the universal steel plate temporary enclosure from falling to the road side due to wind loads, etc. , but a circular opening with a circular opening in the center at both ends of the steel pipe pipe A steel plate is welded, a fastening bolt is provided on the first end side, a cylindrical rubber for forming an anchor body on the second end side, and a tip bolt that penetrates the cylindrical rubber, The fastening bolt on the first end side and the tip bolt on the second end side are screwed into a joint nut inside the steel pipe, and a joint nut rotation stop plate is provided inside the steel pipe, and the joint nut The cylinder is only rotated up and down, and by tightening the tightening bolt, the cylindrical rubber is deformed into a spherical shape to form an anchor body, and the cylinder is deformed by loosening the tightening bolt. Rubber is exerted pulling resistance increases around the frictional resistance by using a soil anchor, characterized in that is configured to return to its original shape, universal steel temporary enclosure also hardly fall on the road side.

Cylindrical rubber for welding a circular steel plate with a circular opening at the center to both ends of the steel pipe, having a fastening bolt at the first end, and forming an anchor body at the second end And a tip bolt penetrating into the cylindrical rubber, and the fastening bolt on the first end side and the tip bolt on the second end side are screwed into a joint nut inside the steel pipe pipe, and the steel pipe pipe A joint nut rotation stop plate is provided inside, the joint nut does not rotate and only moves up and down, and by tightening the tightening bolt, the cylindrical rubber is deformed into a spherical shape to form an anchor body, and the tightening bolt assembling a universal steel temporary enclosure that combines the soil anchor the reinforcing steel H pedestal, characterized in that the cylindrical rubber which has been modified in that loosening is configured to return to its original shape Can order, it is also reduced third-party disaster and claims it is no longer possible to protrude into the sidewalk or public roads. In addition, it is possible to secure a space to make a material storage place without wasting time and labor by moving materials many times, and a safety passage can be secured, so there is a danger of workers who have passed there without a passage. Decrease. Therefore, risk factors inside and outside the site, wasted time and waste of labor are reduced, and construction costs are reduced by reducing the occurrence of complaints from passersby and neighboring residents.

Claims (4)

  A temporary enclosure fixing method characterized by fixing the temporary enclosure with a soil anchor.   The horizontal H steel material and the vertical H steel material of the reinforced H steel frame are configured in an L shape, the horizontal H steel material is buried in the soil and fixed with a soil anchor, and the temporary enclosure is fixed to the H steel material. A method of fixing the temporary enclosure as a feature   A cylindrical steel plate having a circular opening in the center portion is welded to both ends of the steel pipe, a fastening bolt is provided on the first end side, and a cylindrical rubber serving as an anchor body on the second end side; A tip bolt penetrating into the cylindrical rubber, wherein the fastening bolt on the first end side and the tip bolt on the second end side are screwed into a joint nut inside the steel pipe pipe, A reusable underground anchor characterized in that a joint nut rotation stop plate is provided on the joint nut, and the joint nut does not rotate but only moves up and down.   The reusable underground anchor according to claim 3, further comprising a plate, a plate holding bolt, and a fastening bolt at the first end.