KR20120058362A

KR20120058362A - Ground Reinforcement Device for Support Column

Info

Publication number: KR20120058362A
Application number: KR1020100121048A
Authority: KR
Inventors: 민승기
Original assignee: 민승기
Priority date: 2010-11-29
Filing date: 2010-11-29
Publication date: 2012-06-07

Abstract

The present invention relates to a ground reinforcing device for a support column, which is reinforced by reinforcing to support a soft ground, so that a support pillar for reinforcing the surrounding ground is firmly supported with the surrounding ground and the reinforcing force is reinforced. The base is provided with an inflated cushion on the bottom surface of the trench for reinforcing the ground 130 for the pillar 100, while filling the cement mortar 138 while fixing it with anchors and rebars. In the foundation block 108 is provided with a connecting bolt on the upper side of the block 108 to provide the support pillar 100 is fixed to the connection,

The foundation block 108 is provided with a cylindrical formwork 113 formed with a hollow sphere on the inner side with a pipe 105 structure,

It is provided with at least one through-hole 110 through the body of the formwork 113,

The inner space 112 is inserted into the reinforcing bar 1 (119) and the spiral reinforcing bar 1 (120) assembled with the reinforcing bar 119, the outlet port 110 is inserted into the protruding outside the pipe 105 Iron core 121, the reinforcing bar 2 (119) to be fixed by the protruding iron core 121 and spiral wound reinforcing steel bar 2 (120), and the gabion 114 to surround the outer side of the iron core 121 But, the gravel 127 to fill the inner space of the pipe 100, the gravel 127 to fill the space between the gabions 114 assembled in the outer section of the pipe 100 and As the cement mortar 138 injected into the gravel 127 is ejected to the distribution port 110, the reinforced concrete 135 including the gravel 127 and the rebar 119 and the spiral reinforcement 120 is provided. The ground 130 on the outside of the gabion 114 is an invention provided to harden with the penetration liquid of the cement mortar 138. In addition, the gabion 114 is composed of a pipe 2 (105 ') through which the distribution port 110 is perforated, and fixes the branch pipe 107 protruding obliquely from the lower side of the pipe 100, the branch Inserting the reinforcing bars 1, 2 (119) into the inner and outer sides of the pipe 107, and assembling the spiral reinforcing bars 1, 2 (120), the distribution port 110 ′ penetrating through the branch pipe 107 Assembled by the iron core 2 (121) penetrating between, but between the assembled reinforcing bar 1, 2 (119) and the spiral reinforcing bar 1, 2 (120) to fill the gravel 127, the pipe (100) In the hollow hole 112 of the cement mortar 138 is injected into the filling outlet 110 is ejected to the distribution port 110, the reinforced concrete 135 consisting of the gravel 127 and the reinforcing bars 119, a separate spiral winding By fixing the spiral reinforcement 120 is an invention that is provided to be integrally reinforced with reinforced concrete 135 in a wider area.

In addition, the support pillar 100 is provided with a branching pillar 103 and the inclined beam 103 'fixedly provided to support the support pillar 100 by integrally provided with two or more formwork 113, the pipe The fixing bolt 141 is provided in accordance with the fixing tool 115 provided through the 105, and the fixing bolt 141 'is provided in accordance with the distribution port 115' at the lower side of the support pillar 100. Mainly penetrates the support pillar 100 so as to be coupled to the fixing pins 145 inserting the fixtures 115 and 115 'in a connection with each other, and is fixed to both sides of the support pillar 100. It is provided with an assembly tool 152 and a fixing bolt 151 penetrating through the long inlet port 115 "and penetrating to both sides of the ring tool 150 inserted into the support pillar 100, to the pipe 105 Fixing pin 145 inserted into a separate distribution port 115 'provided with the assembly sphere 152 provided in the ring hole 150 and By fixing to each other connecting the forward bolt 151 is fixed to the invention is provided to give support column 100 to the die 113 which is provided with a pipe 105 for filling the cement mortar (138).

Ground, Support Column, Fixing Pin, Distribution Port

Description

Ground Reinforcement Device for Support Column

The present invention relates to a ground reinforcement device for use in foundation work such as a support pillar for a facility or a building, and more particularly, to reinforce the ground for embedding the prosthesis of a support pillar for supporting a facility. The present invention relates to a ground reinforcing device to reinforce.

In general, in case of basic construction before building, reinforce concrete to reinforce while laying the foundation of the lower part which forms the supporting pillar for the reinforcement of the part where the supporting pillar for supporting the structure is buried first. A rectangular block formed at an appropriate height while forming a predetermined area reinforced with is used for underground embedding.

That is, after digging the ground, the base block is built on a predetermined width, and the base block of the base column is provided with connecting bolts protruding by filling cement mortar in the space wrapped with formwork while fixing with anchors and rebars. And then, provided with a ground cushion of the same height as the ground, provided by fixing the lower side of the support pillar to be connected to the connection bolt provided with the basic cushion by bolt assembly with each other.

However, the installation process in the construction site for the construction method described above will be economically burdened due to the use of materials used in the construction method and the construction period.

In addition, the structure of the foundation block 108 to be buried in the ground 140 to support the support pillar 100 to lay the foundation of the structure or facility, to fit the scale of the facility 150 to be installed In the pit, the bottom block of the support pillar 100 is provided to provide a connection to the foundation block 108, which is cast with reinforcing bars 119 and cement mortar 138.

In addition, the present invention relates to the case of embedding the consolidated support pillar as it is, and in the prior art, the concrete is assembled in a space finished with reinforcing bars or the like in the lower portion of the support pillar, and then left for a predetermined period of time. After curing, it provides a concrete foundation block 108 by removing the finished formwork, but this is the space between the ground and the support pillar in the case that the gap water is drained after a long period of time because the bonding with the ground is not strong This problem is caused and the number of labors required in the above process is high, which is a burden on the economics.

In addition, between the ground and the support pillar is loose, and as the support force is weakened, it is often useless because it cannot firmly support the structure to be built thereon.

In addition, in the case where the pipe is formed of a hollow part so that the inner diameter is used for the pillar, when the reinforcing bar is inserted into the hollow part and the curing is performed while filling with cement mortar, the pipe-type column provided with the filled reinforced concrete The support beam of the structure that is provided in a protective state to integrally wrap the outer surface of the will be provided.

Therefore, the provision of a support beam wrapped in a pipe on the outer surface described above provides a support beam which is reinforced with strength against point impact, friction and bending stress applied from the outside during transportation or storage, which is a structural aspect of the building. It is sometimes used as a support beam.

The present invention aims to more effectively solve the problems occurring in the prior art as described above and to reinforce the adhesion of the support pillar press-fitted into the ground, as well as to ensure that the support pillar and the surrounding ground are firmly coupled.

In addition, to provide a buried process simply as providing a pipe-shaped formwork formed by the protrusion of the branch pipe to the pipe provided in the buried process at the construction site.

In addition, an object of the present invention is to provide a support pillar to be buried in the ground to be supported by effective curing while buried more systematically.

While having an inflated cushion on the bottom surface of the trench for reinforcing the ground 130 for the support pillar 100, the reinforced concrete 138 is provided by filling the cement mortar 138 while fixing it with anchors and rebars. In the foundation block 108 is provided with a connecting bolt on the upper side of the foundation block 108 is provided so that the support pillar 100 is fixed to the connection,

The inner space 112 is inserted into the reinforcing bar 1 (119) and the spiral reinforcing bar 1 (120) assembled with the reinforcing bar 119, the outlet port 110 is inserted into the protruding outside the pipe 105 Iron core 121,

It is provided with a reinforcing bar 2 (119) for fixing with the protruding iron core 121, the spiral wound reinforcing steel bar 2 (120), and the gabion 114 to wrap to the outside of the iron core 121,

Gravel 127 filling the inner space of the pipe 100, the gravel 127 to fill the space between the gabions 114 assembled in the outer section of the pipe 100, and the gravel 127 Cement mortar 138 is injected into the distribution port 110 is provided with the reinforced concrete 135 consisting of the gravel 127 and the reinforcing bars 119 and the spiral reinforcement 120 and the gabion 114 It is an invention that the outer ground 130 is provided to harden with the penetration liquid of the cement mortar (138).

In addition, the gabion 114 is composed of a pipe 2 (105 ') through which the distribution port 110 is perforated,

Fixing the branch pipe 107 protruding obliquely from the lower side of the pipe 100,

The reinforcing bars 1 and 2 (119) are inserted into the inside and the outside of the branch pipe 107 and the spiral reinforcing bars 1 and 2 (120) are assembled at the same time. 110 ') to be assembled into the iron core 2 (121) penetrating between the reinforcement between the assembled reinforcing bar 1, 2 (119) and the spiral reinforcing bar 1, 2 (120), the pipe, The hollow sphere 112 of the 100 is cement mortar 138 is injected into the filling into the distribution port 110 by the reinforced concrete 135 consisting of the gravel 127 and the reinforcing bars 119, By fixing the spiral wound spiral reinforcement 120 is an invention provided to be integrally reinforced with reinforced concrete 135 in a wider area.

In addition, the pipe 105 is provided with a fixing bolt 141 in accordance with the fastener 115 is provided through the fixing bolt 141 'in accordance with the distribution port 115' from the lower side of the support pillar 100. Is provided, but through the support pillar 100 to be coupled to the fixing pin 145 to insert the fasteners 115, 115 'by connecting to each other, both sides of the support pillar 100 Penetration through the long hole (115 ") is fixed with,

Assembling holes 152 and fixing bolts 151 penetrating to both sides of the ring hole 150 inserted into the support pillar 100 are provided to separate flow ports 115 'provided in the pipe 105. The mold is provided as a pipe 105 for filling the cement mortar 138 by fixing the inserted fixing pin 145 connected to the assembly sphere 152 and the fixing bolt 151 provided in the ring hole 150 to each other. The invention is provided to fix the support pillar 100 to (113).

In addition, to form a concave groove 148 to reinforce the body of the branch pipe 107 with a long flexible to further extend to the soft area,

The further extended branch pipes 107 are connected to each other by a separate branch pipe 107 'and an assembly 132 to form a grid-shaped support formwork 160,

Perforations of the assembly holes 132 in the lower side of the pipe for the support pillar 100, the cement mortar 138 is filled into the inner space 112 of the pipe 105, for the support pillar 100 The invention is provided so that the connection is fixed.

As described above, the present invention is to improve the ground by reducing the number of pores of the ground by the concrete is ejected while filling the hollow sphere with the reinforcing formwork coupled with the formwork reinforced to support the support pillar inserted into the ground for the installation of the structure Is improved.

In addition, the fastening force between the formwork for the support pillar and the ground is good, the support force is reinforced, there is an advantage that the fixing for the installation of the support pillar more easily.

Hereinafter, with reference to the accompanying drawings, the configuration according to an embodiment of the present invention in detail as follows.

Figure 1 is an exemplary view of a foundation block for a support pillar provided in the prior art, Figure 2 is a partially cutaway illustration of the main portion for the foundation form according to the present invention, Figure 3 is a cross-sectional view taken along line AA in Figure 2, Figure 4 2 is a partial cross-sectional view of an embodiment of the main portion in Figure 2, Figure 5 is a cross-sectional view taken along line BB in Figure 4, Figure 6 is a cross-sectional view showing an embodiment in Figure 5, Figure 7 is a use state for Figure 6 8 is an exemplary view of the basic block for the support pillar of one embodiment in Figure 1, Figure 9 is an exploded partially cut away perspective view of an embodiment of the main portion of the present invention, Figure 10 is 9 is an assembled partial cross-sectional view of the main part in FIG. 9, FIG. 11 is a cross-sectional view taken along line CC in FIG. 10, FIG. 12 is a partially cutaway perspective view of the working process 1 for the main part in FIG. 9, and FIG. 13 is a main part in FIG. 9. A partially cutaway perspective view of a work process 2 for FIG. 14, FIG. 14 FIG. 15 is a cross-sectional view taken along line DD, FIG. 15 is an assembled schematic view of the main part in FIG. 13, FIG. 16 is an exemplary view of the use state 1 for the main part of the present invention, and FIG. 18 is a partially cutaway state diagram of an embodiment of the main part of the present invention, and FIG. 19 is a partially broken state diagram of another embodiment of FIG. 18.

Therefore, the purpose of the construction on the basis of the accompanying drawings to provide a form (113) for buried in the ground 130 and connecting the support pillar 100, such as a building or facility that is the object of the present invention Referring to the structure of an embodiment, in order to support one side of the structure 160 having a predetermined size, the ground surface of the ground 130 for the support pillar 100 to the ground in a predetermined area The base cushion 106 is provided on the base cushion 106, and a plurality of anchors and long bolts are combined with the base cushion 106 in a space where the semi-finished space is finished with formwork, and the cement mortar is filled and left for a predetermined period of time. By the base block 108 is provided with reinforced concrete 138 is provided.

Here, after removing the formwork used in the cured foundation block 108 to separate, the foundation block provided with a connection bolt provided on the upper side of the foundation block 108 so that the support pillar 100 is fixed to the connection ( 108) is being provided.

However, as the invention to simplify the process for the separation and assembly of the formwork used in the installation of the foundation block 108 in the above description, while reinforcing the economics of the construction site,

It is provided with a cylindrical formwork 113 formed with a hollow sphere in the pipe 105 structure and the inner space 112, the cross-section formed in a predetermined width and length in a cylindrical shape,

By providing at least one or more outlets 110 through the body of the formwork 113, it is provided to fill in the process of filling the cement mortar 138 to be described later.

In order to reinforce the reinforced concrete in the inner space 112 and the outer space of the pipe 105, while being inserted into the longitudinal section in the inner space 112, tied with wires (not shown), assembled to the reinforcing bar 1 ( 119 and assembly of the spiral reinforcing bar 1 (120), which is assembled at the intersection with the reinforcing bar 1 (119), the iron core 121 protruding to the outside of the pipe 105 while being inserted through a part of the distribution port 110,

Reinforcing bar 2 (119) and the spiral wound reinforcing steel bar 2 (120) to be fixed to the iron core 121 protruding into the outer space of the pipe 105, and the gabion 114 to surround the outer side of the iron core 121 Provided with,

At the same time as the inner space of the pipe 100, the gravel 127 to fill the space between the gabions 114 assembled in the outer section of the pipe 100 and cement mortar that is injected into the gravel 127 ( 138 flows through the flow port 110 so as to be coupled to each other by penetrating, thereby integrally in the inner and outer spaces of the pipe 105 composed of the gravel 127 and the reinforcing bars 119 and the spiral reinforcing bars 120. Reinforced concrete 135 is provided to be provided.

In addition, the cement mortar 138 flows through the gabion 114 formed in the reticular form, thereby providing the soil to be hardened by refilling (FIG. 4 to FIG. 5).

Therefore, the description of the basic block provided as the formwork 113, which is the main part of the present invention, the ground support 130 of the support pillar (1000) and the ground 130 outside the gabion 114 of the cement mortar 138 It is an invention provided to solidify with a penetrant.

Here, even if the gabion 114 described above is provided as a pipe 2 (105 ') through which a plurality of distribution holes 110 are perforated, it is to easily carry out the object of the present invention.

In addition, if the facility to support the support pillar 100 is large, the provided form 113 is not enough balanced reinforcement capacity for the facility to be installed, due to the lack of balance of typhoons or power to support In many cases, as the invention for reinforcing the fall, as shown in Figures 8 to 9, 17, two or more formwork (2) in the section provided with the foundation cushion 106 in the excavated pit ( 113 is installed continuously, by providing a branch column 103 to be connected to each other to secure the connection to the inner space 112 of each formwork 113, support for the support pillar 100 of the facility It is an invention to provide a uniformly fixed overall by supporting the stress by dispersing each other.

Wherein the preferred structure for the reinforcing structure for the connection section between the support pillar 100 and the branch pillar 103, the support pillar 100 and the branch when the fixed inclined beam 103 'to be connected to each other It provides reinforcement for the bearing force between the pillars 103.

(Example 1)

Buried for the foundation block 108 for the support pillar 100 for construction in the structure 160, etc., when the ground 130 is a soft area or a heavy structure, the foundation block 108 embedded in the ground Reinforcement by placing a separate beam to the bottom of the.

Therefore, in the present invention, in order to provide a reinforcing structure for the beam for reinforcement in the soft ground described above, the ground ground 130 for installing the support pillars 100, the support dies 113 described in the present invention In the state, the branch pipe 107 is poured into the section of the soft ground, but the reinforcing bar 119 and the spiral reinforcing bar 120 are coupled to the inner space 112 ′ of the poured branch pipe 107. After inserting, the cement mortar 138 is injected into the inner space 112 of the formwork 113 formed by connecting the lower section of the pipe 105 described above, which is integrally provided in the inner and outer spaces. Reinforced concrete 135 is to be provided.

Here, the body of the branch pipe 107 described above is filled with cement mortar 138 introduced into the length section of the inner space 112 of the branch pipe 107 by intermittently passing through the distribution port 110. The next part of the invention is an invention in which a support base for reinforced soil is provided by mixing with the soil which is pushed back to the outer edge of the branch pipe 107 by passing through the distribution port 110.

In addition, it is preferable to equip the bottom pipe of the pipe 105 with the branch pipe 107 to be poured on the soft ground described above, and to be connected to the lower part of the pipe 105 at the same time. Do.

Therefore, by fixing the branch pipe 107 protruding obliquely from the lower side of the pipe 100, to provide a balanced support structure for the soft ground,

While inserting the respective reinforcing bars 2 119 into the inner space 112 of the branch pipe 107 and assembling the spiral reinforcing bars 2 120, the distribution port 110 ′ penetrates through the branch pipe 107. Assemble with the iron core 2 (121) to pass through.

In addition, by filling the gravel 127 into the space between the reinforcing bar 2 119 and the spiral reinforcing bar 2 (120), which is assembled by inserting in the entire lengthwise direction of the inner space 112 of the branch pipe 107. give.

In addition, the inner space 112 of the pipe 100 is provided so that the cement mortar 138 injected into the filling flows continuously into the inner space of the branch pipe 107 connected to the lower side of the pipe 105. In this case, during the injection process, a part of the injected cement mortar is ejected to the distribution port 110, and mixed with the mixed soil back into the soil, and the reinforced concrete composed of the gravel 127 and the reinforcement 119 ( 135 and cement mortar mixed in separate soils are fixed to be reinforced with soils around the branch pipes 107, so that the cement mortar is integrally reinforced with reinforced concrete 135 in a wider area. The invention is aimed at providing the object. (FIGS. 12-14).

(2 of Example)

In addition, for the description for the stable connection to the formwork 113 and the support pillar 100 of the main portion of the present invention, as shown in Figure 9 to 11 attached, the lower side of the support pillar 100 to be connected Pipe provided to a predetermined size to insert the size of the lower portion, which is the connecting portion of the support pillar 100 provided in a predetermined size, for the easy connection process at the construction site in the site and the upper portion of the pipe 105 As the invention for fixing the connection while being assembled in accordance with the inner space 112 of the 105,

The fixing bolt 141 is provided in accordance with the fastener 115 provided in the body of the pipe 105 so as to be symmetrically opposed to each other so as to pass through the pipe 105, and is provided at the lower side of the support pillar 100. A fixing bolt 141 'is provided in accordance with 115', and the support pillar 100 is coupled to a fixing pin 145 for inserting the fixtures 115 and 115 'into each other. Let it through

Here, through the long flow opening 115 "formed in the upper and lower sections so as to provide a gap for the assembly section in the support pillar 100 to the fixing pin 145 fixed to both sides of the support pillar 100 to be relaxed. It is preferable to provide with.

By inserting to the outer surface of the support pillar 100 and having an assembly tool 152 and fixing bolts 151 penetrating to both sides of the ring hole 150 is formed so that the coupling movement is easy, pipe 105 Cement mortar (138) by fixing the fixing pin 145 inserted into a separate distribution port 115 'provided in the ring sphere 150 to the assembly sphere 152 and the fixing bolt 151 connected to each other It is preferable to provide to fix the support column 100 to the formwork 113 is provided as a pipe 105 for the filling of.

Also described in detail with reference to the accompanying drawings, an embodiment of the main branch pipe 107 of the present invention, the construction of the facility 150 to be installed according to the area or ground 130 to be installed in the formwork 113 There is a lot of reinforcement for).

That is, when the ground 130 to be buried sometimes is a soft area or a separate structure is buried in the inclined area or surroundings, the laying of the formwork 113 for the facility 150, which is the main part of the present invention, in accordance with the conditions of the construction site As an invention to provide for reinforcement,

The concave portion 148 is formed to reinforce the body of the branch pipe 107 to a long flexible to further extend to the soft area,

The further extended branch pipes 107 are connected to each other by separate branch pipes 107 'to form a lattice supporting form 160,

The assembly hole 132 is drilled in the lower side of the pipe for the support pillar 100, and is filled with cement mortar 138 by insertion into the inner hollow portion of the pipe 105, thereby connecting to the support pillar 100. It is an invention provided to be fixed.

That is, in the present invention, the facility 150 such as a photovoltaic device or a building is mostly provided with a structure of a safe facility in the long term by fixing the support pillar 100 at a place where the ground 130 is destroyed.

This is because the structure of the photovoltaic device described above is provided with each of the photovoltaic generators 140 in the frame protruding to both edges of the support pillar 100 to support in the air of the upper side while most of the buried in the ground, The wind turbine generator 142 is installed at the upper end of the support pillar 100, and the solar power generating plate 140 is formed at a predetermined area in the central region, thereby generating wind power and solar power generation. 155).

In addition, in the case of the facility 150 installed on the ground 130, a plurality of support pillars to maintain a predetermined interval, provided with a wall surface connecting the gap between the support pillars 100, windows, doors, etc. To install it.

Therefore, in the present invention, in order to provide a reinforcing device for the power generating apparatus support pillar described above, provided with a pipe 105 for the formwork 113 is provided with a hollow section in the longitudinal direction while being formed in a predetermined size and diameter, The lower section of the pipe 105 is provided with a plurality of branch pipes 107 to protrude while being inclined downward to reinforce the bearing force on the ground.

In addition, the pipe 105 and the branch pipe 107 (hereinafter referred to as the formwork 113) described above are provided with a plurality of through holes 110 so as to maintain a predetermined interval to be penetrated to a predetermined size.

That is, the through hole 110 is to protrude through the reinforcing bar 119 to be described later, and also uses the reinforcing bar 119 and gravel 127 to surround the cement mortar as described below. This is to provide as a reinforced concrete 135.

In addition, the inner section of the die 113 is inserted into the reinforcing bar 119 and the spiral reinforcing bar 1 (120) spirally wound at the same time, protrudes outwards by penetrating the through-hole 100 penetrated through the formwork 113 Exposed reinforcing bar 121 (referred to as exposing reinforcing bar) is exposed, the spiral reinforcing bar 2 (120) extrapolated to the section of the exposed reinforcing bar 121, the center of the section of the spiral reinforcing bar 2 (120) To fill the gravel (127).

Here, when the rebar 119 and the spiral reinforcing bar 1 (120) wound by the spiral are inserted into the inner section of the formwork 113 at the same time, the iron core is evenly reinforced in the inserted state of the cement mortar 138. It is preferable to use them intermittently together with (114) or the like.

Therefore, in order to provide the robustness of the object of the present invention in the provided reinforcement device, it is buried in the gravel layer formed from the gravel layer formed by stacking the gravel 127 to be stacked with the fullness.

Here, the buried earth and sand as possible to cover, so that the gap (a) (eg, called a gap) between the gravel 127 is formed in the stacked gravel layer.

In addition, when the cement mortar 138 is injected into the injection hole of the inner space of the pipe 105, the cement mortar 138 is filled in the inner space of the die 113.

Here while the flow of the injected cement mortar 138, while wrapping the reinforcing bar 119 and the spiral reinforcing bar 1 (120) inserted into the inner space of the formwork 113, the formwork 113, Cement mortar (138) is formed in the interval (a) between the spiral reinforcing bar 2 (121) provided on the outside of the formwork 113 and the gravel 127 layer while passing through the through-hole 110 through By being filled with supply, the reinforced concrete is formed around the formwork 113, the invention is the invention that the reinforcement device for the support pillar 100 is the object of the present invention is formed.

Therefore, in the foundation block 108 is provided on the bottom surface with a trench for reinforcing the ground 130 for the support pillar 100,

The foundation block 108 to form a branch pipe 107 protruding from the lower side of the pipe-shaped formwork 113 formed with a hollow sphere on the inner side with a pipe 105 to both edges,

The body of the pipe 100 and the branch pipe 107 is provided with at least one or more outlet 110 through,

The hollow sphere 112 of the inner surface is inserted into the reinforcing bars 119 and the spiral reinforcement 120, the distribution port 110 is provided with a reinforcing bar 119 protruding while being inserted into a separate through,

The gravel 127 is filled between the pipe 100 and the assembled spiral reinforcement 120 on the outside of the branch pipe 107, but the cement mortar 138 is disposed in the hollow hole 112 of the pipe 100. It is a ground reinforcement device for the support pillar is provided to be composed of reinforced concrete 135 by the gravel 127 and the reinforcing bars 119 to be injected into the distribution port 110 while being filled with the injection.

In this case, the branch pipe 107 is pointed to one end is made of a conical shape such as a hat, it is preferable that the structure of the other side of the insertion port 110 is provided to be connected to a predetermined length in a circumferential shape.

In addition, the inside of the branch pipe 107 is hollow to form a concrete insertion hole 121, a plurality of through-holes 110 are formed through the wall.

At this time, the assembly sphere 132 is also preferably connected in parallel with the branch pipe 107 in parallel, as shown in Figure 3, is curved in a predetermined angle in the body of the branch pipe 107 It is also preferred to be connected to the branch pipe 107 provided in the formwork 113 on the other side to reinforce the firmness in inserting into the ground.

Therefore, when the branch pipe 107 of the present invention configured as described above is press-fitted into the ground, the end is easily inserted into the ground by the pointed insertion hole, the assembly hole 132 and the pipe of the inserted branch pipe 107 The space between the 105 is filled with the surrounding soil.

Therefore, the branch pipe 107 is a shape that is fastened between the ground, the tightening force between the support pillar 100 and the ground 130 by the inserted branch pipe 107 is reinforced.

When the insertion of the branch pipe 107 is completed, the concrete is inserted and filled through the inner space 120 for concrete insertion of the pipe 105. Then, the concrete filled in the inner space for inserting the concrete 120 is discharged to the outside of the branch pipe 107 through the through-hole 110, the discharged concrete penetrates the ground to insert the concrete of the formwork 113 It is cured integrally with the concrete filled in the inner space 112.

Therefore, the pore number of the ground is reduced by the concrete penetrated into the ground outside the inserted pipe 105 and the branch pipe 107, and the ground is improved, and the support force between the support column 100 and the ground is reinforced.

As described above, the configuration and operation of the present invention have been described with reference to one embodiment, but the present invention is not limited thereto, and modifications and variations within the scope of the present invention will also fall within the scope of the present invention.

1 is an exemplary view of a basic block for a support pillar provided in the prior art

Figure 2 is a partially cutaway illustration of the main part for the foundation form according to the present invention

3 is a cross-sectional view taken along the line A-A in FIG.

4 is a partial cross-sectional view of one embodiment of the main part in FIG.

5 is a cross-sectional view taken along the line B-B in FIG.

6 is a cross-sectional view showing an embodiment in FIG.

7 is a state diagram showing a state of use for FIG.

8 is an exemplary view of the foundation block for the support pillar of one embodiment in FIG.

9 is an exploded partially cut away yarn for one embodiment of the main portion of the invention.

try

10 is an assembled partial cross-sectional view of the main part in FIG.

11 is a cross-sectional view taken along the line C-C in FIG.

12 is a partially cut away perspective view of the working process 1 for the main part in FIG.

13 is a partially cut away perspective view of the working process 2 for the main part in FIG.

14 is a cross-sectional view taken along the line D-D in FIG.

15 is an assembled schematic view of the main part in FIG.

Figure 16 is an illustration of the use state 1 for the main part of the present invention

17 is an illustration of the structure of the main part of the present invention

18 is a partially broken state diagram of an embodiment of the main part of the present invention.

FIG. 19 is a partially broken away state diagram of another embodiment of FIG. 18. FIG.

100: support pillar 103: branch pillar 105: pipe 107: branch pipe

108: basic block 110: distribution port 112: hollow ball 113: formwork

114: gabion 115: inlet 118: assembly 119: rebar

120: spiral reinforcement 122: cement mortar 127: gravel 130: ground

132: assembly unit 135: reinforced concrete 138: cement mortar

Claims

Gravel 127 filling the inner space of the pipe 100, the gravel 127 to fill the space between the gabions 114 assembled in the outer section of the pipe 100, and the gravel 127 Cement mortar 138 is injected into the distribution port 110 is provided with the reinforced concrete 135 consisting of the gravel 127 and the reinforcing bars 119 and the spiral reinforcement 120 and the gabion 114 Ground reinforcement device for the support pillar to provide the outer ground 130 to harden with the infiltration liquid of the cement mortar (138).

The method of claim 1,

The gabion 114 is composed of a pipe 2 105 'through which the distribution port 110 is perforated,

The reinforcing bars 1 and 2 (119) are inserted into the inside and the outside of the branch pipe 107, and the spiral reinforcing bars 1 and 2 (120) are assembled at the same time. 110 ') to be assembled into the iron core 2 (121) penetrating between, the gravel 127 is filled between the assembled reinforcing bar 1, 2 (119) and the spiral reinforcing bar 1, 2 (120), the pipe The hollow sphere 112 of the 100 is cement mortar 138 is injected into the filling into the distribution port 110 by the reinforced concrete 135 consisting of the gravel 127 and the reinforcing bars 119, Ground reinforcement device for the support pillar is provided to secure the spiral wound reinforcing steel reinforcement 120 is integrally reinforced with reinforced concrete 135 in a wider area.

The method of claim 1,

In the support pillar 100 to provide a branch pillar 103 and the inclined beam (103 ') to be fixed to support the support pillar 100 by integrally provided with two or more formwork 113,

The fixing bolt 141 is provided in accordance with the fixture 115 provided through the pipe 105, and the fixing bolt 141 ′ is aligned with the distribution port 115 ′ at the lower side of the support pillar 100. It is provided, but through the support pillar 100 to be coupled to the fixing pin 145 to insert the fasteners 115, 115 'by connecting to each other, to both sides of the support pillar 100 Penetrates the fixed inlet port 115 ",

Assembling holes 152 and fixing bolts 151 penetrating to both sides of the ring hole 150 inserted into the support pillar 100 are provided to separate flow ports 115 'provided in the pipe 105. The mold is provided as a pipe 105 for filling the cement mortar 138 by fixing the inserted fixing pin 145 connected to the assembly sphere 152 and the fixing bolt 151 provided in the ring hole 150 to each other. Ground reinforcement device for the support pillar provided to fix the support pillar 100 to (113).

The method of claim 1,

To form a recess 148 to reinforce the body of the branch pipe 107 with a long flexible to further extend to the soft area,

Perforations of the assembly holes 132 in the lower side of the pipe for the support pillar 100, the cement mortar 138 is filled into the inner space 112 of the pipe 105, for the support pillar 100 Ground reinforcement device for support pillar provided to be fixed.