KR101295890B1 - Bburied support foundation of support facility including road and tele-communication facility - Google Patents

Abstract

PURPOSE: A pillar embedded foundation assembly unit of telecommunication facilities including road and electrical communication facilities is provided to prevent the interference of pedestrians caused by a pillar and to allow a user to easily and stably install a pillar for a road guidance facility. CONSTITUTION: A pillar embedded foundation assembly unit of telecommunication facilities including road and electrical communication facilities comprises a pipe-shaped base pocket (10), a concrete finishing plate (30), a cover (60), an assembly guide support unit, and a shear connector. The base pocket is embedded into a concrete foundation unit (20) on the ground and supports a pillar (1) by being connected to the pillar. The concrete finishing plate blocks the inside of the base pocket by being inserted into the base pocket. The concrete finishing plate sets a placing position of concrete filled into the base pocket. The cover encloses the base pocket and the pillar and blocks the inflow of foreign substances, soil, and infiltration water. The assembly guide support unit guides the assembly of the pillar and the base pocket. The shear connector is combined with the outer surface of the base pocket.

Description

Buried support foundation of support facility including road and tele-communication facility

The present invention relates to a basic assembly of the holding facilities, and more specifically, manufacturing and installation of various types of posts, including various types of information collectors, street lights, traffic lights, signs, CCTV, soundproof wall holding, telecommunication holding and steel tower holding, etc. Strand-filled foundation assembly of strut facilities, including road and telecommunication facilities, to provide simplicity, to be firmly installed, to prevent interference with pedestrians due to unexposed plinths at the bottom of struts, and to maximize aesthetics. It is about.

At the edges of roads, various road facilities, for example, road information collectors, are provided to inform drivers and pedestrians of various information that may occur on the roads, to ensure safe and smooth road traffic, and to preserve road structures. It is equipped with signal violation breaker, weather information collector, image detector, street light, traffic light, road sign, guide sign and soundproof wall.

Most people use or carry electric and wired / wireless communication terminals such as televisions, computers, telephones, mobile phones, DMB, navigation, PDAs, etc. The transmission of information, exchange of information and communication between individuals. As such, in order to use road facilities, electricity, or wired / wireless terminals, road property pillars, telecommunication props, and steel tower props must be installed on roads, ground, building roofs, open areas, and forests.

Therefore, road and telecommunication holding facilities (hereinafter referred to as "holding facilities") are installed on the roads, ground, building roofs, open areas and forests at appropriate heights to perform the functions of the roads, or to perform electric and wired / wireless communication. And so on.

These pillars are installed in the direction of gravity on the foundation concrete. Conventionally, a base plate and a plurality of vertical reinforcement ribs are welded to the lower ends of the foundation concrete, and anchor bolts (ANCHOR BOLT) pre-embedded inside the foundation concrete are mounted on the base plate. It is structured to fasten the nut through the hole of the base plate.

1 is a view illustrating an installation structure of a strut of a conventional strut facility, and a base plate 2 seated on the ground is formed at the lower end of the strut 1 for installation of the strut 1, and a base plate ( A plurality of anchor bolts 3 penetrating 2) are embedded, and the support post 1 is installed by fastening the nuts 4 to the anchor bolts 3 at the top of the base plate 2.

The foundation of the support (1) is based on the weight and structure of the facilities installed in the support (1), and the conditions such as wind pressure applied to them, the structural calculation is performed accordingly and the weight and structure based on the numerical value It will be installed in landfill. At this time, the anchor bolt 3 is exposed to the upper surface of the foundation.

In addition, a plurality of vertical reinforcing ribs 5 are formed on the support 1 and the base plate 2 to reinforce the support 1.

According to the foundation of the support facilities according to the prior art, the appearance is very coarse because the base plate 2, the anchor bolt 3 and the plurality of reinforcing ribs 5 of the support 1 protrude and are exposed out of the ground. There is a problem that the safety accidents such as pedestrians trip over the exposed anchor bolt (3) and reinforcing ribs (5) and harm the city view.

In addition, a lot of anchor bolts (3) should be provided for the firm coupling of the support (1), and accordingly fastening many nuts (4), the operation is inevitable, and the base plate (installed at the bottom of the support (1) 2) or the steel quantity and steel weight for constructing the reinforcing rib (5) takes a lot, there is a problem that takes time and money due to a series of operations such as cutting and welding of the steel.

In addition, the triangle-shaped steel material left after cutting the reinforcing rib (5) is discarded, there is a problem of a lot of material loss.

In addition, when carrying the support (1) has been limited to storage and transport due to the base plate 2 and the reinforcing rib (5) coupled to the lower end of the support (1).

Utility Model Registration No. 20-0263965 Patent Registration No. 10-0996734

The present invention is to solve the problems described above, it is excellent in improving the urban aesthetics, easy to install and install the road and telecommunication holding facilities, yet robust installation, economically reduced cost The purpose of the present invention is to provide a landfill base assembly of landscaping facilities including roads and telecommunications facilities that can be prevented from interfering with pedestrians because the lower pillars of the props are not exposed.

The landfill base assembly of the strut facility including the road and telecommunication facilities according to the present invention is buried in the concrete foundation of the underground, and the tubular base fixed by the fastener or welding while the struts built on the road and the ground are inserted With pockets; A concrete finishing plate mounted inside the base pocket and setting a placing position of the concrete of the concrete foundation portion filled in the base pocket; A cover that wraps and secures the upper surface of the base pocket and the support inserted into the base pocket, and a bottom thereof contacts the upper surface of the concrete foundation and prevents inflow of soil, water, and foreign matter; Assembly guide support means for guiding the assembly of the base pocket and the support; It is characterized by consisting of a shear connecting material formed in the base pocket.

According to the landfill-type foundation assembly of a support facility including a road and a telecommunication facility according to the present invention, a base pocket having a cross section in consideration of the insertion of a support is embedded in the underground concrete foundation, and the bottom of the support is located inside the base pocket. By inserting and welding (or fasteners), it is possible to eliminate the loss of steel due to the cutting of the base plate and the reinforcing rib, and to reduce the welding work for connecting the base plate and the reinforcing rib and the support, and to anchor Since the fastening of the nut for fixing the bolt and the support base plate is simple, installation of the support is very easy, economical, and shorten the air, and there is no reinforcing rib to reinforce the foundation of the support, Since there is no protruding part, the effect of improving the urban aesthetics is excellent, and it does not interfere with the pedestrian's walking. Therefore, the safety of pedestrians can be improved.

1 is a state diagram of the installation of the base assembly of the struts for support facilities according to the prior art.
2 is a cross-sectional view of a construction state of a landfill base assembly of a support facility including a road and a telecommunication facility according to Embodiment 1 of the present invention.
3 is a perspective view of a support and a base pocket applied to a landfill base assembly of a support facility including a road and a telecommunication facility according to Embodiment 1 of the present invention.
Figure 4 is a cross-sectional view showing a drain applied to the landfill base assembly of the strut facility including the road and telecommunication facilities according to the first embodiment of the present invention.
5 is an enlarged view of a guide protrusion applied to a landfill-based foundation assembly of a support facility including a road and a telecommunication facility according to Embodiment 1 of the present invention.
Figure 6 is a cross-sectional view showing another fastening state of the base pocket and the strut applied to the landfill base assembly of the strut facility including the road and telecommunication facilities according to the first embodiment of the present invention.
Figure 7 is a plan view showing another fastening state of the base pocket and the strut applied to the landfill base assembly of the strut facility including the road and telecommunication facilities according to the first embodiment of the present invention.
FIG. 8 is a view in which a support and a base pocket applied to a support embedded base foundation of a support facility including a road and a telecommunication facility according to Embodiment 2 of the present invention are welded and assembled.
Figure 9 is a spacer applied to the landfill base assembly of the strut facility including the road and telecommunications facilities according to a third embodiment of the present invention.
10 to 12 are a perspective view and a front view and a plan view of a spacer applied to the landfill foundation assembly of the support facilities including the road and telecommunication facilities according to a third embodiment of the present invention.
13 is another assembly state diagram of a spacer applied to a landfill base assembly of a support facility including a road and a telecommunication facility according to Embodiment 3 of the present invention.
14 is a front view of a spacer applied to a landfill foundation assembly of a support facility including a road and a telecommunication facility according to Embodiment 3 of the present invention.
FIG. 15 is a view in which reinforced concrete reinforcement is applied to a pillar of a strut embedded foundation assembly of a strut facility including a road and a telecommunication facility according to Embodiment 4 of the present invention; FIG.

≪ Example 1 >

As shown in FIG. 2, the landfill base assembly of the support facility including the road and the telecommunication facility according to the present embodiment has a base pocket for installing the support 1 firmly on the ground and facilitating installation work. (10).

First, the strut 1 applied to the present invention is fixed by fastening the bolt 50 and the nut 51 after being inserted into the base pocket 10, and the inner reinforcing ring 1a is applied to the bottom.

The inner reinforcement ring 1a is installed at an optimal position (for example, the bottom end) to reinforce the local buckling of the lower end of the support 1 to reinforce the support 1, and to provide wiring for drains, power lines, and communication lines. In consideration of this, a ring shape having a hole is preferable.

The inner reinforcing ring 1a may be welded to the inner diameter of the support 1. When the reinforced concrete reinforcement portion 80 is applied to the inside of the support 1 as in the fourth embodiment of FIG. 15, the inner reinforcement ring 1a is not installed.

The concrete foundation 20 to which the present invention is applied is a reinforced concrete structure composed of on-site casting and factory manufacturing (precast production), etc., so that the basic reinforcing bars can be resisted in various directions to resist stress such as axial force, torsion, shear force, and bending moment. This is the stomach.

The base pocket 10 is assembled and fastened with the support 1 while being buried to be in close contact with the inside of the concrete foundation 20 formed in the ground to support the support 1.

As shown in FIGS. 2 and 3, the base pocket 10 is in the form of a tube having a space into which the support 1 is inserted. Since the support 1 is inserted in the upper part of the base pocket 10, the base pocket 10 can be a structure in which only the upper part is open. However, in the case where the lower portion of the base pocket 10 is blocked, a space for wiring such as a drain hole, a power line, and a communication line will be provided.

Preferably, the base pocket 10 has a structure in which both the upper and lower portions thereof are open so that the base pocket 10 can be more firmly combined with the concrete foundation 20. The concrete of the concrete foundation 20 is the base pocket. (10) to be filled up to the bottom of the concrete finishing plate (30) inside.

The base pocket 10 is synthesized in the concrete foundation 20 by concrete pouring of the concrete foundation 20 in a state of being fixed to the foundation reinforcement of the concrete foundation 20 at the time of construction of the concrete foundation 20.

Base pocket 10 may be composed of a variety of cross-sections (such as cylindrical, rectangular, hexagonal, octagonal, polygonal, etc.) according to the cross-sectional shape of various materials such as cast steel, steel pipes and struts. , Cylindrical, square cylinder, hexagonal cylinder, octagonal cylinder, polygonal cylinder, etc., both sides of the cross-sectional specification can be configured with different side cross-section).

When the concrete is filled in the base pocket 10, the concrete finishing plate 30 is applied to set the placing position of the concrete, that is, concrete does not rise to the top.

The concrete finishing plate 30 is inserted into the base pocket 10 to block the inside of the base pocket 10.

That is, the base pocket 10 is the bottom is filled with concrete centered on the concrete finishing plate 30 is synthesized integrally with the concrete foundation 20, the top (1) is inserted into the top, the concrete finishing plate 30 can also serve as a function of supporting the support post 1 at the bottom.

Due to the assembly and installation structure of the base pocket 10 and the strut 1, the installation strength can be increased even if only a small amount of concrete is placed inside the base pocket 10, so that the concrete finishing plate 30 is the base pocket 10 as shown in FIG. It is also possible to be installed at the bottom of the.

Concrete finishing plate 30 is a plate-shaped plate with a hole in the center for wiring such as drains, power lines, communication lines.

Concrete finishing plate 30 is preferably inclined downward while going to the circumference in consideration of the drainage of the condensation water, the drain hole 40 is connected to the circumference.

As shown in Figures 2 to 4, the drain 40 is connected in fluid communication with the bottom of the concrete finishing plate 30 tubular for draining condensate and infiltration water collected in the concrete finishing plate 30 to the outside Can be.

Of course, the drain 40 is not limited to tubular and includes everything that performs the same function.

The concrete finishing plate 30 and the drain hole 40 will be the same installation position to enable fluid communication, and therefore, the concrete finishing plate 30 and the drain hole 40 may be integrally configured.

On the other hand, while preventing the support (1) from rotating, the support guide means for resisting stresses such as axial force, torsion, shear force, bending moment, etc., and assembling the support (1) in place can be formed. Can be. As shown in FIG. 3, at least one assembly guide protrusion 31 formed of a mountain or semi-circle is formed on the concrete finishing plate 30. The assembly guide protrusion 31 is fitted into the guide groove 1b formed at the bottom of the support 1 so as to assemble the support 1 in place.

The assembly guide support means is not formed integrally with the bottom portion of the concrete finishing plate 30 may be configured separately may be fixed to the inner peripheral surface of the base pocket 10 by welding or the like.

When inserting the support post 1 into the base pocket 10 using the assembly guide support means, it is difficult to check the guide groove 1b and the guide protrusion 31 on the side of the base pocket 10 from the outside. In the outer circumferential surface of 1) and the inner and outer circumferential surfaces of the base pocket 10, a display line for confirming the position of the guide groove 1b and the guide protrusion 31 is preferably formed.

Such assembling guide support means will be more effective if the support (1) and the base pocket 10 is a circular cross-section, because the guide projection 31 is fitted into the guide groove (1b) of the support (1) This is because 1) can be prevented from rotating by wind or the like.

On the other hand, as shown in Figure 5, even when there is a slight difference in the diameter between the support (1) and the base pocket 10 when assembling the support (1) and the base pocket 10, the support (1) of the base pocket (10) The guide protrusion 31 may be formed to have a guide part 31 inclined downward toward the base pocket 10 so as to be disposed at the center thereof. According to the induction part 31a, when inserting the support post 1 into the base pocket 10, the lower end of the support post 1 descends along the inclination of the guide section 31a so that the support post 1 extends to the base pocket 10. It is not eccentric and can resist stress such as axial force, torsion, shear force, and bending moment occurring at the bottom of the support 1.

The post 1 corresponding to the induction part 31a may be formed with a cross section inclined downward for the same purpose as the induction part 31a.

 In Embodiment 1, the shear connector is applied to firmly synthesize the base pocket 10 and the concrete foundation 20 and to prevent deformation and detachment of the base pocket 10 by external force. The shear connector may be stud type, bolt type, rebar type, protrusion type, opening type and the like.

On the outside of the base pocket 10, a stud 11 is formed to be engaged (by a method such as being integrated with or welded to the base pocket 10). The stud 11 is embedded in the concrete foundation 20 to synthesize the base pocket 10 and the concrete foundation 20 integrally, and is fixed by the vertical reinforcement or band reinforcing bar reinforced to the concrete foundation 20 You can also double the effect.

The protruding shear connector is a shear connection ring 12 that is coupled to the outer circumferential surface of the base pocket 10.

The stud 11 and the shear connection ring 12 may be formed more than once.

Although the stud 11 and the shear connection ring 12 are shown applied together in the figure, only one of them can be selected and used.

Hereinafter, the assembly structure of the support | pillar 1 and the base pocket 10 by this embodiment is demonstrated.

The strut 1 and the base pocket 10 are assembled through fasteners composed of a combination of bolts and nuts. However, the installation position and direction of the bolts and nuts vary depending on the size of the support (1) and the base pocket (10) and the specific configuration is as follows. Large cross section and small cross section are based on whether the nut can be fixed to the inner circumferential surface of the support (1), large cross section is the size that can fix the nut to the inner circumferential surface of the support (1), small cross section is small space It means the size which can not fix a nut to the inner peripheral surface of the support | pillar 1 by an operator.

1. For large sections.

As shown in FIG. 2, the support 51 and the base pocket are welded and fixed in the support 1, and the bolt 50 is fastened to the nut 51 in the transverse direction from the outside of the base pocket 10. Assemble (10). A plurality of bolts 50 and nuts 51 are applied to the base pocket 10 at regular intervals along the circumferential direction. The base pocket 10 and the support 1 are formed with holes through which the bolt 50 penetrates.

The base pocket 10 is pre-embedded in the concrete foundation 20, the bolt (50) will be fastened after the support (1) is inserted into the base pocket 10, the bolt 50 is the concrete foundation ( When disposed in the 20) to secure a space for the fastening of the bolt 50, the bolt receiving pocket 52 is applied for this purpose. The bolt receiving pocket 52 has a shape in which a space is formed so that concrete does not flow when concrete is poured in the concrete foundation 20, and an upper portion thereof is opened to allow the bolt 50 to be fastened, and one side of the base pocket 10 is formed. ) May be fixed by welding or the like. That is, the bolt receiving pocket 52 is a plate having a horizontal portion and a vertical portion, and an end portion of the horizontal portion is fixed to the base pocket 10 by welding or the like so that a space (base pocket 10, A space opened upward by the horizontal portion and the vertical portion, and a filler such as a sponge may be filled to prevent concrete from penetrating the space.

The bolt receiving pocket 52 is preferably in the form of a ring that is formed as a whole on the periphery of the base pocket 10, or may be formed only at a portion to which the bolt 50 is fastened.

When water penetrates into the space of the base pocket 10 and the bolt receiving pocket 52, tubular drainage openings 40 and 53 can be applied for drainage, for example.

2. In case of small cross section

If the nut 51 cannot be fixed in the support 1, as shown in FIGS. 6 and 7, flanges 1c and 13 are formed at the periphery of the support 1 and the upper end of the base pocket 10, respectively. The strut 1 and the base pocket 10 are assembled by fastening the bolt 50 to the longitudinal direction (1c, 13).

The bolt receiving pocket 52 is equally applied.

In the present invention, the cover 60 is applied so that the connecting portion of the support 1 and the base pocket 10 is not exposed to the outside. Cover 60 is the same as both large and small cross-section is described with reference to FIG.

The cover 60 may be any shape surrounding the base pocket 10 and the strut 1 inserted into the base pocket 10, and also may cover the top of the bolt receiving pocket 52 to be sealed. The bottom portion is preferably installed so as to contact the upper surface of the concrete foundation 20, so that the underground infiltration water does not penetrate the interior of the bolt receiving pocket 52 and the base pocket 10 and the concrete foundation 20, etc. .

The cover 60 is preferably formed such that the portion covering the upper portion of the bolt receiving pocket 52 to be inclined downward while going to the circumference, and the water flowing from the cover 60 is the bolt receiving pocket ( 52, it is preferable to be inclined in a direction far from the outer circumferential surface of the stockholder (1).

The cover 60 may be a single structure, but in view of assemblability, it is preferable that the cover 60 is divided into two or more. The cover member divided into two or more is detachably coupled through a fastener or the like.

<Example 2>

As shown in Fig. 8, in the strut embedded foundation assembly of the strut facility including the road and telecommunication facilities according to the present embodiment, the strut 1 and the base pocket 10 are assembled by welding.

Since the other configuration is applied in the same manner as in the first embodiment, detailed description is omitted.

<Example 3>

As shown in Fig. 9, the landfill base assembly of the support facilities including the road and telecommunication facilities according to the present embodiment is a composite type, and the first and second embodiments are the outer diameter and the base pocket 10 of the support 1. Inner diameter of the same (when the base pocket 10 is made of cast steel, etc. to fit the size of the support 1) consists of the support (1) and the base pocket 10 is directly assembled, this embodiment is A spacer 70 is interposed between the inside of the base pocket 10 and the outside of the support 1 to closely support the support 1 and the base pocket 10.

More specifically, since the base pocket 10 is not made for the support 1 when the ready-made prop 1 and the base pocket 10 are used, respectively, between the support 1 and the base pocket 10, respectively. A gap is formed, and the spacer 70 is tightly fixed to the support 1 and the base pocket 10 while filling the gap between the support 1 and the base pocket 10. That is, the ready-made product can be used by manufacturing only the spacer 70 of the thickness which can be interposed between the ready-made support | pillar 1 and the base pocket 10, respectively.

As shown in FIGS. 9 to 12, for example, the spacer 70 is cylindrical, composed of a plurality of supports 73 connecting upper and lower rings 71 and 72 and upper and lower rings 71 and 72, and a support 1 and a support 1. Interposed between the base pockets 10 to fill the space between them (1, 10).

 The spacer 70 is formed with a supporting jaw 74 supported on the upper end of the base pocket 10 in the upper ring 71 so that the spacer 70 can be temporarily assembled before being fixed to the base pocket 10 (or the strut 1). Can be. Support jaw 74 may be formed on the periphery of the base pocket 10 as a whole or two or more may be formed.

The assembly of the spacer 70 depends on the assembly structure of the strut 1 and the base pocket 10.

9 and 12 are views when assembling the large-sized posts 1 and the base pocket 10, and the spacer 70 is a bolt 50 and a nut (assembly) for assembling the posts 1 and the base pocket 10. 51). Therefore, a bolt hole 71a through which the bolt 50 penetrates is formed in the upper ring 71 (or upper and lower rings 71 and 72). The spacer 70 may be welded in advance to the support 1 or the base pocket 10 (for example, the upper ring 70 or the lower ring 71 may be welded to the support 1 or the base pocket 10). , The supporter 1, the spacer 70, the base pocket 10, and the like may be assembled in close contact.

FIG. 13 and FIG. 14 are views of assembling the post 1 of the small cross section and the base pocket 10. The flange 1c is formed around the support 1, and the upper ring 71 of the spacer 70 is formed. A flange 75 having a nut hole 75a (which can be configured by assembling the nut) is formed therein and is fixed with a fastener while being interposed at the bottom of the flange 1c of the support 1. The spacer 70 is welded to the base pocket 10 in advance (eg, the upper ring 70 or the lower ring 71 to the base pocket 10).

Spacer 70 preferably has an elastic force to achieve the purpose of filling the gap between the support (1) and the base pocket 10, the upper and lower rings (71, 72) is made of an elastic material or the elastic pad is attached Forms are also possible.

Filling the gap between the support (1) and the base pocket 10 is not only possible to the mechanism structure of the spacer 70 described above, but also a filler such as epoxy, non-shrink mortar. Of course, when the epoxy and the non-shrink mortar is injected, the finish should be treated so that the epoxy and the non-shrink mortar is lost, and in the present invention, the assembly guide support means may serve as this function.

<Example 4>

As shown in FIG. 15, the strut embedded foundation assembly of the strut facility including the road and the telecommunication facility according to the present embodiment has a rigid composition and rigidity of the strut 1, the base pocket 10, and the concrete foundation 20. Reinforced concrete reinforcement 80 is formed inside the support (1) for reinforcement.

Reinforced concrete reinforcement portion 80 is composed of a combination of reinforcement and concrete is formed to a certain height in the interior of the support (1) and the bottom portion is synthesized integrally with the concrete foundation 20 through the base pocket 10 (1) ) Can be installed firmly.

Concrete reinforcement 80 is applicable to all of the above-described embodiments 1, 2, 3.

1: Shoring, 1a: Inner Reinforcing Ring
1b: guide groove,
10: base pocket,
20: concrete foundation,
30: concrete finishing plate, 31: guide protrusion
40, 53: drain,
50: bolt, 51: nut
60: cover, 70: spacer
80: reinforced concrete reinforcement,

Claims (13)

Buried in the concrete foundation 20 of the underground, the base and the tubular base pocket 10 is fixed by the fastener or welding while the post (1) erected on the road and underground;
A concrete finishing plate (30) mounted inside the base pocket and setting a placing position of the concrete of the concrete foundation portion filled in the base pocket;
A cover 60 which wraps and secures the upper surface of the base pocket and the props inserted into the base pocket, and a bottom portion of which touches the upper surface of the concrete foundation and prevents inflow of soil, water and foreign matter;
Assembly guide support means for guiding the assembly of the base pocket and the support;
A landfill foundation assembly of a strut facility comprising a roadway and telecommunications facility comprising a shear connector formed in the base pocket. The method of claim 1, wherein the support and the base pocket is assembled by fastening a plurality of bolts and nuts, the nut is fixed to the inner peripheral surface of the support while the bolt is transverse to the nut while passing through the base pocket and the support The landfill foundation assembly of a support facility including road and telecommunication facilities, characterized in that the fastening is coupled in the direction and the support and the base pocket. The method of claim 1, wherein the support and the base pocket is assembled by fastening a plurality of bolts and nuts, the outboard flange is formed on the periphery of the support and the base pocket, respectively, while the bolt is the longitudinal direction The landfill base assembly of a support facility including a road and a telecommunication facility, characterized in that the fastening penetrates into the support and the base pocket is assembled. 4. The landfill foundation of a landscaping facility including a road and telecommunications facility according to claim 2 or 3, comprising a bolt receiving pocket fixed to a periphery of said base pocket and providing a space for fastening said bolts. Assembly. The road and telecommunication facility according to any one of claims 1 to 3, comprising a spacer interposed between the inside of the base pocket and the outside of the support to support the support and the base pocket in close contact. A landfill foundation assembly of a support facility. The method of claim 5, wherein the spacer 70, the upper and lower rings (71, 72), the upper and lower rings are composed of a plurality of supports (73) set up at regular intervals along the circumferential direction, the support and the A landfill foundation assembly of a support facility including a road and a telecommunication facility, which is interposed between the base pockets and assembled by close contact, welding, or fastener.
The landfill foundation assembly of claim 5, wherein the spacer is a filling material or an elastic rubber material for filling and curing between the support and the base pocket. The method of claim 1, wherein the assembly guide support means, one or more guide protrusions protruding toward the inner diameter on the inner peripheral surface of the base pocket, the guide protrusion is fitted to the guide groove (1b) formed in the support and the support and the A landfill-type foundation assembly of a strut facility comprising road and telecommunication facilities, which guides the assembly of the base pocket and resists axial, torsional, shear, and bending moment stresses at the bottom of the strut (1). 10. The landfill foundation assembly of claim 8, wherein the guide protrusion is welded or integrally formed at the bottom of the base pocket (10). 10. The guide protrusion according to claim 8 or 9, characterized in that the guide projection includes a guide portion which inclines downward toward the inner circumferential surface of the base pocket in order to keep the strut in the center and to resist stress and horizontal stress at the inner circumferential surface of the strut (1). A landfill foundation assembly of a support facility comprising a road and a telecommunications facility. The landfill foundation assembly of a support facility according to claim 1, comprising a ring-shaped inner reinforcement ring (1a) coupled to the inside of the lower end of the support to reinforce the support. The method according to claim 4, wherein one side is connected to the concrete finishing plate or bolt receiving pocket while the other side includes drains 40, 53 for draining the water collected in the concrete finishing plate or bolt receiving pocket corresponding to the ground A landfill foundation assembly of a strut facility comprising a road and a telecommunications facility. The landfill foundation assembly of a support facility according to claim 1, wherein a reinforced concrete reinforcement part including a predetermined height is included in the support.

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