KR102725290B1 - Expandable deck rod system for easy installation on slopes - Google Patents

Abstract

The present invention comprises: a square pipe having an internally hollow pipe shape; a plurality of columns installed to extend to the side of the square pipe; a railing provided between the columns; a floating bracket connecting the columns and the railing to adjust the height and angle of the railing from the columns; a deck installed in a grid pattern on the upper side of the square pipe; and an elastic member provided on the upper side of the square pipe and the lower side of the deck; wherein the square pipe is inserted along the longitudinal direction of the longitudinal axis of the square pipe, and comprises a square pipe reinforcing member having an outer wall in the form of an internally hollow pipe and having an opening space formed upwardly and in the form of a part of the outer wall being cut off; and a piece reinforcing member fitted into the opening space and closely contacting the upper lower surface of the square pipe; wherein the piece penetrating the square pipe is characterized in that it is fastened to the piece reinforcing member, and the elastic member comprises at least one protrusion formed in a form that protrudes outwardly on at least one surface selected from the upper surface or the lower surface.

Description

{EXPANDABLE DECK ROD SYSTEM FOR EASY INSTALLATION ON SLOPES}

The present invention relates to an expandable deck load system that is easy to install on a slope.

More specifically, the present invention relates to a deck load system in which the railing can slide along the longitudinal direction of the major axis of the column, and the railing can freely rotate left and right and up and down from the column by a floating bracket connecting the column and the railing, so that the height and incline at which the railing is installed can be freely adjusted, and even if the pipes and deck are installed at an incline by an inclined portion extended to the side of each pipe and combined, the upright state of the column is maintained, so that the deck load system is easy to install not only on flat ground but also on an incline.

In general, the deck road system is installed on terraces of houses or pensions, mountain paths or walking paths along roads in parks, etc., and is composed of installing long lines made of square pipes on the floor or the upper part of the floor, fixing a deck by placing it in a crossed direction on top of the long lines, and installing railings connecting a number of columns and the spaces between the columns.

Since it is essential that these deck load systems be installed while minimizing damage to the natural environment, they are often installed at an angle or curve to suit the installation location. Considering the safety of pedestrians, the floor is made as flat as possible, and handrails are installed at a certain height from the floor. Considering safety and durability, they are usually installed to maintain a certain height from the ground.

In other words, construction is carried out by adjusting the inclination of the deck and railings that form the floor according to the environment of the place where the deck load system is installed.

However, the conventional deck load system was installed by cutting the inclined portion to the required angle and then fixing it by welding or other means during the process of installing the railing on a sloping ground. However, this welding method has the problem that the installation time is long, and furthermore, in the process of using separate equipment such as welding tools, there are many restrictions on transporting and using the equipment in high mountains or narrow places such as mountain trails, and furthermore, there is the problem that the angle of the railing cannot be adjusted after welding.

Utility Model Registration No. 20-0433073 (December 1, 2006) Patent Registration No. 10-1973330 (April 22, 2019) Patent Registration No. 10-1991026 (June 13, 2019)

The present invention has been made to solve the above problems, and the problem to be solved by the present invention is to provide a deck load system that is easy to install not only on flat ground but also on inclined ground by allowing the railing to freely rotate left and right and up and down from the pillar by a floating bracket connecting the pillar and the railing, thereby freely adjusting the height and incline at which the railing is installed, and by maintaining the upright state of the pillar even when the pipe and deck are installed inclined by an inclined portion extended and connected to the side of each pipe.

In addition, another problem to be solved by the present invention is to provide an expandable deck load system that is easy to install on a slope and can improve support capacity, durability, and stability by installing pipe reinforcing materials having various shapes inside each pipe forming a long line.

In addition, another problem to be solved by the present invention is to provide an expandable deck load system that is easy to install on a slope, which improves stability by absorbing shock and vibration, minimizes noise generation, maximizes frictional force by the protrusions, improves bonding, and forms a drainage space between the deck and the pipes so that moisture is removed and water does not accumulate, thereby preventing corrosion.

In addition, another problem to be solved by the present invention is to provide an expandable deck load system that is easy to install on a slope, in which a sloped portion is extended and connected to the side of a pipe installed to be inclined, and a foundation installed to be inclined on the upper side of the sloped portion and maintained in a flat state is firmly connected to the sloped portion by a connecting means, thereby allowing a pillar to be installed upright and stably on the pipe installed to be inclined.

In order to solve the above-mentioned problem, the expandable deck load system easy to install on a slope according to the present invention comprises: a square pipe having an internally hollow pipe shape; a plurality of columns installed to be extended to the side of the square pipe; a railing provided between the columns; a floating bracket connecting the columns and the railing to adjust the height and angle of the railing from the column; a deck installed in a grid shape on the upper side of the square pipe; and an elastic member provided on the upper side of the square pipe and the lower side of the deck; wherein the square pipe is inserted along the longitudinal direction of the long axis of the square pipe, and comprises an outer wall in the form of an internally hollow pipe, and an opening space formed by cutting a portion of the outer wall to be opened upward; a square pipe reinforcing member; The present invention aims to solve the technical problem by providing an expandable deck load system that is easy to install on a slope, comprising: a piece reinforcing member that is inserted into an opening space and is in close contact with the upper and lower surfaces of each pipe; wherein the piece penetrating each pipe is characterized in that it is fastened to the piece reinforcing member; and wherein the elastic member includes at least one protrusion formed in a form that protrudes outward on at least one surface selected from the upper surface or the lower surface.

The present invention freely allows the left and right rotation and up and down rotation of the railing from the pillar by means of a floating bracket connecting the pillar and the railing, so that the height and incline at which the railing is installed can be freely adjusted, and even if the pipe and deck are installed at an angle by means of an inclined portion extended and connected to the side of each pipe, the upright state of the pillar is maintained, so that it has the effect of being easy to install not only on flat ground but also on inclined ground.

In addition, the present invention has a remarkable effect of improving the supporting force, durability, and stability by installing pipe reinforcing materials having various shapes inside each pipe forming the long line.

In addition, the present invention has a remarkable effect of improving stability by absorbing shock and vibration and minimizing noise generation by providing an elastic member having at least one protrusion formed outwardly between the pipe and the deck, maximizing frictional force by the protrusion to improve bonding, and preventing corrosion by forming a drainage space between the deck and the pipe so that moisture is removed and water does not accumulate.

In addition, the present invention has a remarkable effect of stably installing a pillar upright on a pipe installed to be inclined by having an inclined portion extended and connected to the side of the pipe installed to be inclined, and a foundation installed to be inclined on the upper side of the inclined portion and maintained in a flat state being firmly connected to the inclined portion by a connecting means.

Figure 1 is a perspective view showing an example of construction of an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 2 is a perspective view showing each pipe in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 3 is a front view showing an example of a piece reinforcement member installed on a pipe reinforcement member in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 4 is a front view showing an example of an expandable deck load system that is easy to install on a slope according to the present invention and has a grid wall.
FIG. 5 is a front view showing another example of an expandable deck load system that is easy to install on a slope according to the present invention and has a grid wall.
FIG. 6 is a front view showing an example of an expandable deck load system with an easy-to-install slope according to the present invention, with an inner wall.
FIG. 7 is a front view showing an example of an expandable deck load system with easy slope installation according to the present invention, with a honeycomb wall.
FIG. 8 is a front view showing another example of an expandable deck load system with easy slope installation according to the present invention, with a honeycomb wall.
FIG. 9 is a front view showing another example of an expandable deck load system with easy slope installation according to the present invention, with a honeycomb wall.
FIG. 10 is a front view showing an example of an expandable deck load system that is easy to install on a slope according to the present invention, with a partition wall and a zigzag wall.
FIG. 11 is a front view showing another example of an expandable deck load system that is easy to install on a slope according to the present invention, with a partition wall and a zigzag wall.
FIG. 12 is a front view showing another example of an expandable deck load system that is easy to install on a slope according to the present invention, with a partition wall and a zigzag wall.
FIG. 13 is a cross-sectional view showing an example in which a cutting groove is formed in a piece reinforcement material in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 14 is a cross-sectional view showing another embodiment of a cutting groove formed in a piece reinforcement material in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 15 is a drawing showing an example of a piece reinforcement member being installed on a pipe reinforcement member in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 16 is a partial perspective view showing an example of an elastic member installed in an expandable deck load system that is easy to install on a slope according to the present invention.
Figure 17 is a front cross-sectional view showing an example of an elastic member installed in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 18 is a perspective view showing an example of an expandable deck load system with easy slope installation according to the present invention, in which a piece cover is provided.
FIG. 19 is a perspective view showing various embodiments of a piece cover in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 20 is a side cross-sectional view showing examples of various embodiments of a piece cover and piece fastened to a deck in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 21 is a perspective view showing a pillar in an expandable deck load system that is easy to install on a slope according to the present invention.
Figure 22 is an exploded perspective view showing a pillar in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 23 is a side view showing the foundation of an expandable deck load system that is easy to install on a slope according to the present invention.
Figure 24 is a plan view showing a column core and a column wall in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 25 is a plan view showing another embodiment of a pillar in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 26 is a perspective view showing another embodiment of a foundation in an expandable deck load system that is easy to install on a slope according to the present invention.
Figure 27 is a perspective view showing an example of each pipe being installed at an angle in an expandable deck load system that is easy to install on a slope according to the present invention.
Figure 28 is a perspective view showing an example of an expandable deck load system with easy slope installation according to the present invention, in which a slope is provided.
Figure 29 is an exploded perspective view showing an example of an expandable deck load system with easy slope installation according to the present invention, with a sloped portion.
Figure 30 is a side view showing an example of an expandable deck load system with easy slope installation according to the present invention, in which a slope is provided.
Figure 31 is a perspective view showing a floating bracket in an expandable deck load system that is easy to install on a slope according to the present invention.
Figure 32 is an exploded perspective view showing a floating bracket in an expandable deck load system that is easy to install on a slope according to the present invention.
FIG. 33 is a perspective view showing an example of a floating bracket sliding along the longitudinal direction of a column in an expandable deck load system that is easy to install on a slope according to the present invention.

The advantages and features of the embodiments of the present invention, and the methods for achieving them, will become clear with reference to the embodiments described in detail below together with the accompanying drawings. However, the present invention is not limited to the embodiments disclosed below, but may be implemented in various different forms, and the present embodiments are provided only to make the disclosure of the present invention complete and to fully inform those skilled in the art of the scope of the invention, and the present invention is defined only by the scope of the claims. Like reference numerals refer to like elements throughout the specification.

In describing embodiments of the present invention, if it is determined that a specific description of a known function or configuration may unnecessarily obscure the gist of the present invention, the detailed description will be omitted. In addition, terms or words used in this specification and claims are terms defined in consideration of functions in embodiments of the present invention, and should not be interpreted as limited to their usual or dictionary meanings, and should be interpreted as meanings and concepts that conform to the technical idea of the present invention based on the principle that the inventor can appropriately define the concept of a term in order to explain his or her own invention in the best way.

Therefore, the embodiments described in this specification and the configurations illustrated in the drawings are only the most preferred embodiments of the present invention and do not represent all of the technical ideas of the present invention. Therefore, it should be understood that there may be various equivalents and modified examples that can replace them at the time of filing this application.

Hereinafter, before describing with reference to the drawings, it is to be noted that matters that are not necessary to reveal the gist of the present invention, that is, known structures that can be obviously added by a person skilled in the art with common knowledge, are not illustrated or specifically described.

First, before explaining various embodiments of the present invention in detail with reference to the attached drawings, it is to be noted that terms such as “front”, “back”, “left”, “right”, “up”, “down”, “up”, “down”, “horizontal”, “vertical”, “front”, “back”, “one side”, “the other side”, “inner side”, and “outer side”) of components described in the following detailed description or illustrated in the drawings do not simply indicate or imply that they must have a specific direction, and that such description of directions is intended to facilitate explanation between components with reference to the attached drawings.

The present invention relates to an expandable deck load system that is easy to install on a slope, in which a railing (300) can slide along the longitudinal direction of a column (200), and a movable bracket (400) connecting the column (200) and the railing (300) allows the railing (300) to rotate left and right and up and down from the column (200), thereby freely adjusting the height and inclination at which the railing (300) is installed, and a deck load system that is easy to install not only on a flat surface but also on a slope, by allowing the upright state of the column (200) to be maintained even when the pipe (100) and the deck (500) are installed at an incline by an incline portion (270) that is extended and connected to the side of the pipe (100).

Hereinafter, with reference to the attached drawings, an expandable deck load system that is easy to install on a slope according to the present invention will be described in detail.

Figure 1 is a perspective view showing an example of construction of an expandable deck load system that is easy to install on a slope according to the present invention.

The expandable deck load system according to the present invention, which is easy to install on a slope, is for configuring a deck load system and is configured to include a pipe (100), a pillar (200), a railing (300), a floating bracket (400), and a deck (500).

This deck load system allows for free adjustment of the height and inclination of the installed railing (300) by taking into consideration various environments such as the installation location and space, and provides reinforcing material (110) in the internal space of each pipe (100) to improve support capacity and stability.

In addition, the foundation (210) that supports the pillar (200) to stand upright can be connected to the inclined portion (270) that is extended to the side of the pipe (100) by a connecting means (280) in a flat or inclined state, so that it is easy to install not only on flat ground but also on inclined ground.

FIG. 2 is a perspective view showing each pipe in an expandable deck load system that is easy to install on a slope according to the present invention, and FIG. 3 is a front view showing an example in which a piece reinforcement member is installed on each pipe reinforcement member in an expandable deck load system that is easy to install on a slope according to the present invention.

Each pipe (100) refers to a long line and is for installing a deck (500) and a pillar (200) described later. It may be installed on the upper side of a yoke or installed on a separate structure such as a bridge.

As shown in the attached drawing, each tube (100) may be formed in the shape of a square tube with an empty interior, and is configured to include a tube reinforcing material (110) and a piece reinforcing material (120).

That is, the pipe reinforcing material (110) and the piece reinforcing material (120) described later are fitted into the internal space of each pipe (100).

The deck (500) is installed so as to be perpendicular to or diagonal to each other and the pipe (100), and may be made of synthetic wood or natural wood, and as shown in the attached drawing, a fastening hole (510) through which a piece (520) passes may be formed.

These pieces (520) are fastened to each pipe (100) by penetrating through the fastening holes (510) formed in the deck (500), thereby allowing the deck (500) to be installed on each pipe (100).

The pipe reinforcement material (110) is inserted and installed along the longitudinal direction of the pipe (100) and is formed of an outer wall (111) in the shape of a pipe with an interior that is hollow along the longitudinal direction of the pipe.

Since these pipe reinforcing materials (110) form various structures in the internal space, such as a grid shape, a honeycomb shape, and a zigzag shape, they can improve the supporting capacity of the pipe (100) and enhance the stability of the structure.

Furthermore, the reinforcing material (110) may be made of recycled plastic or plastic.

At this time, as explained with reference to Fig. 2, the reinforcing member (110) may have an inclined surface (116) formed at each end in a slanted shape with the width gradually narrowing toward the outside based on the longitudinal direction of the long axis.

This inclined surface (116) reduces the width of each end of the pipe reinforcing member (110) by a predetermined interval, thereby allowing smooth insertion when inserted into the inner space of the pipe (100).

That is, the ends of the pipe reinforcement (110) can be smoothly inserted into the inner space of the pipe (100) due to the morphological characteristic of becoming narrower toward the outside by the inclined surface (116).

The outer wall (111) is formed in the shape of a pipe with an empty interior, is installed by fitting along the longitudinal axis of each pipe (100), and is configured to include an opening space (111a) and a detachment prevention portion (111b).

The opening space (111a) is formed by opening the upper side of the outer wall (111) and forming a part of the outer wall (111) that is cut off, so that a piece reinforcing material (120) described later is inserted through the opening space (111a).

The detachment prevention part (111b) is formed in a protruding shape by being bent around the central axis on the upper side where the opening space (111a) is formed.

As shown in the attached drawing, these detachment prevention parts (111b) are formed as a pair, and when the piece reinforcement material (120) described later is inserted into the opening space (111a), a part of the upper side of the piece reinforcement material (120) is caught to prevent separation.

The piece reinforcing material (120) is inserted into the opening space (111a) of the pipe reinforcing material (110) and is in close contact with the upper and lower surfaces of the pipe (100), and is configured to include a reinforcing part (121) and a catch part (122).

This piece reinforcing material (120) prevents bolt loosening when the piece (520) fastened to the deck (500) is fastened to the piece reinforcing material (120) during the process of installing the deck (500) on the upper side of each pipe (100), thereby improving the bondability and stability of the deck (500), preventing damage to the deck (500), and minimizing the inflow of rainwater, etc., thereby preventing corrosion.

In addition, the piece reinforcement material (120) may be made of a flexible material, and preferably, may be made of recycled rubber, rubber, silicone, soft PVC, or synthetic resin that cushions impact and noise and is easy to recycle.

At this time, the piece reinforcement material (120) can be formed in various shapes to suit the internal shape of each pipe (100), as shown in the attached drawings.

For example, as shown in Fig. 3, it may be composed of a reinforcing member (121) that is inserted into an opening (111a) to which a piece (520) is fastened, and a catch member (122) that protrudes on both sides from the lower side of the reinforcing member (121) and catches the lower surface of the detachment prevention member (111b).

That is, it is formed in a shape corresponding to a tube (100) formed in various shapes such as a grid shape, a honeycomb shape, and a zigzag shape, and is fitted into an upper opening space (111a) of the tube (100), and a catch portion (122) protruding on both sides is provided on the lower side, thereby preventing the piece reinforcing material (120) fitted into the opening space (111a) from coming off and ensuring that the piece (520) is stably fastened.

Depending on the design conditions, the gap between each pipe (100) and each pipe reinforcement (110) can be configured to be approximately 0.5 to 3 mm apart.

This will be described in detail with reference to FIG. 3. The gap between the inner surface of each pipe (100) and the pipe reinforcing material (110) can be about 0.5 to 3 mm, and preferably, the gap can be about 1 mm.

That is, the inner diameter (d ₁ ) of each pipe (100) can be made approximately 2 mm larger than the horizontal and vertical thicknesses (d ₂ ) of each pipe reinforcing material (110).

This minimizes friction with the inner surface of the pipe (100) by the gap created during the process of inserting the pipe reinforcing material (110) along the longitudinal direction of the longitudinal axis into the inner space of the pipe (100), thereby allowing smoother insertion.

Additionally, the protruding length (l) of the catch (122) formed in the piece reinforcement (120) can be about 2 to 8 mm.

Preferably, the protruding length (l) of the catch (122) can be made to be about 5 mm, and correspondingly, the detachment prevention part (111b) provided on the outer wall (111) of the pipe reinforcing member (110) can also be made to be about 5 mm long.

This is so that when the piece reinforcement (120) is fitted into the opening (111a) of the outer wall (111) formed on the upper side of the corner reinforcement (110), it is bent by elasticity and partially contracted so that it can be easily fitted into the opening (111a), and after the piece reinforcement (120) is fitted into the opening (111a), it is restored to its original shape by elasticity so that the state in which the catch (122) is caught by the detachment prevention part (111b) is maintained.

At this time, if the protruding length (l) of the catch (122) is less than 2 mm, after being inserted into the opening space (111a), the catch length with the anti-separation part (111b) is short, which may cause a problem of easy discharge.

Furthermore, if the protruding length (l) of the catch (122) is greater than 8 mm, it may be difficult to bend or shrink the piece reinforcing material (120) during the process of inserting it into the opening space (111a), and thus a problem may occur in which the piece reinforcing material (120) cannot be smoothly inserted into the opening space (111a).

Below, examples of the internal configuration of each tube (100) in various forms are described in detail with reference to FIGS. 4 to 12.

FIG. 4 is a front view showing an example of an expandable deck load system that is easy to install on a slope according to the present invention and is equipped with a grid wall, and FIG. 5 is a front view showing another example of an expandable deck load system that is easy to install on a slope according to the present invention and is equipped with a grid wall.

As shown in Fig. 4, each reinforcing member (110) can be formed into a grid-shaped grid wall (112).

Specifically, a portion of the upper side is formed with an opening space (111a) that is opened upwards to provide a space for fitting a piece reinforcing material (120), and the remaining portion of the lower side is formed with a grid wall (112) in a diagonal grid shape on the inside of the outer wall (111).

This improves the support capacity and durability of the pipe reinforcing material (110) fitted into the internal space of the pipe (100), thereby supporting the pipe (100) more stably, thereby improving the stability of the deck structure.

At this time, the grid wall (112) may be formed in a form in which a plurality of grid walls (112) formed of diagonal lines intersect each other, as shown in FIG. 4, or in a form in which a pair of grid walls (112) intersect each other, as shown in FIG. 5.

That is, the grid wall (112) illustrated in FIG. 4 is formed in a relatively denser form than the grid wall (112) illustrated in FIG. 5, and can be installed in a place where stronger durability is required.

FIG. 6 is a front view showing an example of an expandable deck load system with an easy-to-install slope according to the present invention, with an inner wall.

Depending on the design conditions, each reinforcing member (110) may be provided with an inner wall (111c) formed in the inner space of the outer wall (111) and spaced apart from the inner surface of the outer wall (111).

Referring to Fig. 6, this inner wall (111c) is formed in a form in which a grid wall (112) is formed and the grid walls (112) are connected to each other, thereby serving as a frame connecting the grid walls (112) and reinforcing them, thereby further improving the supporting power and durability.

FIG. 7 is a front view showing an example of an expandable deck load system for easy installation on a slope according to the present invention, in which a honeycomb wall is provided; FIG. 8 is a front view showing another example of an expandable deck load system for easy installation on a slope according to the present invention, in which a honeycomb wall is provided; and FIG. 9 is a front view showing another example of an expandable deck load system for easy installation on a slope according to the present invention, in which a honeycomb wall is provided.

As shown in Fig. 7, each reinforcing member (110) can form a honeycomb-shaped honeycomb wall (113).

At this time, the honeycomb wall (113) may be formed with a plurality of through holes formed more densely, as shown in FIG. 7, or may be formed with a relatively minimized number of through holes, as shown in FIG. 8.

Here, the honeycomb shape means a honeycomb structure or a hexagonal structure, and as shown in the attached drawing, it means that a plurality of hexagonal shapes are formed in the inner space of the outer wall (111).

Furthermore, referring to FIG. 3, an inner wall (111c) may also be provided on the inside of the outer wall (111) on which the honeycomb wall (113) is formed.

Preferably, as shown in Fig. 3, an inner wall (111c) formed spaced apart from the inner side of an outer wall (111) is provided, a grid wall (112) connecting the outer wall (111) and the inner wall (111c) is provided, and a honeycomb wall (113) is provided in the inner space of the inner wall (111c).

This enables structural stability as well as support and durability to be improved by partitioning the inner space of the outer wall (111) by the inner wall (111c) and selectively forming a grid wall (112) or a honeycomb wall (113) in each partitioned space.

According to design conditions, as shown in Fig. 9, a partition wall (114) is provided to partition a portion of the inner space of the outer wall (111), and a honeycomb wall (113) is provided only in a portion of the plurality of partition spaces (114a) partitioned by the partition wall (114), while the remaining portion may be configured in a hollow form.

This has the effect of improving structural stability by increasing the bearing capacity and durability during the process of manufacturing the angle reinforcement material (110) composed of the honeycomb-shaped outer wall (111), while reducing unnecessary material usage and thus reducing costs.

At this time, it is preferable that a hollow space is formed on the lower side of each pipe reinforcement member (110), as shown in Fig. 9, and a honeycomb-shaped honeycomb wall (113) is formed on the upper side of each pipe reinforcement member (110).

Accordingly, in the process of installing the deck (500) on the upper side of the pipe (100), the piece (520) penetrates the deck (500) and the piece reinforcement (120) and is then fastened to the honeycomb wall (113) formed on the upper side of the pipe reinforcement (110), thereby reinforcing and improving the fastening force and preventing the problem of the piece (520) becoming loose and detached.

FIG. 10 is a front view showing an example of an expandable deck load system for easy installation on a slope according to the present invention, in which a partition wall and a zigzag wall are provided; FIG. 11 is a front view showing another example of an expandable deck load system for easy installation on a slope according to the present invention, in which a partition wall and a zigzag wall are provided; and FIG. 12 is a front view showing another example of an expandable deck load system for easy installation on a slope according to the present invention, in which a partition wall and a zigzag wall are provided.

As shown in Fig. 10, the inner space of the reinforcing member (110) is divided into a plurality of compartment spaces (114a) by a partition wall (114), and a zigzag wall (115) in a zigzag shape can be formed in each of the divided spaces.

At this time, as shown in FIG. 10, the partition walls (114) may be formed in multiple pieces spaced apart from each other on the upper and lower sides so that the partition space (114a) is formed to be partitioned to the upper and lower sides of each pipe reinforcing member (110), or as shown in FIG. 11, the partition spaces (114a) may be formed to be partitioned to the left and right sides of each pipe reinforcing member (110), so that the partition space (114a) is formed to be partitioned to the left and right sides of each pipe reinforcing member (110).

That is, the zigzag wall (115) is formed to have a long shape in the upper and lower directions, as in Fig. 10, or to have a long shape in the left and right directions, as in Fig. 11.

Here, the zigzag shape means a wrinkled wave-like wavy structure or a corrugated structure, and means that the same pattern is repeated multiple times as illustrated in the attached drawing.

Depending on the design conditions, as shown in Fig. 12, a partition wall (114) is provided to partition a portion of the inner space of the outer wall (111), and a zigzag wall (115) is provided only in a portion of the plurality of partition spaces (114a) partitioned by the partition wall (114), while the remaining portion may be configured in a hollow form.

This has the effect of improving structural stability by increasing the bearing capacity and durability during the process of manufacturing the angle reinforcing material (110) composed of the zigzag wall (115), while reducing unnecessary material usage and thus reducing costs.

At this time, it is preferable that a hollow space is formed on the lower side of each pipe reinforcement member (110), as shown in Fig. 12, and a zigzag wall (115) in a zigzag shape is formed on the upper side of each pipe reinforcement member (110).

Accordingly, in the process of installing the deck (500) on the upper side of the pipe (100), the piece (520) penetrates the deck (500) and the piece reinforcement (120) and is then fastened to the zigzag wall (115) formed on the upper side of the pipe reinforcement (110), thereby reinforcing and improving the fastening force and preventing the problem of the piece (520) becoming loose and detached.

As in this configuration, the pipe reinforcing material (110) illustrated in FIGS. 4 to 12 shows examples of having various shapes in the inner space, and by this shape, the pipe reinforcing material (110) is a mechanical structure that exhibits characteristics such as rigidity, impact resistance, and cushioning, and is very effective in improving the support capacity and structural stability of the pipe (100).

In addition, by improving the fastening strength with the piece (520) during the process of installing the deck (500) on the upper side of the pipe (100), the problem of the fastened piece (520) loosening due to external factors such as vibrations continuously transmitted to the deck (500) is prevented, damage to the deck (500) caused by the movement of the piece (520) due to weakened fastening strength is minimized, and since the piece (520) is fastened not only to the piece reinforcement material (120), but also to the grid wall (112), the honeycomb wall (113), the partition wall (114), the zigzag wall (115), or the inner wall (111c), rainwater inflow, etc. is minimized, thereby providing a corrosion prevention effect.

FIG. 13 is a cross-sectional view showing an example of a cutting groove formed in a piece reinforcement material in an easy-to-install sloped expandable deck load system according to the present invention, FIG. 14 is a cross-sectional view showing another example of a cutting groove formed in a piece reinforcement material in an easy-to-install sloped expandable deck load system according to the present invention, and FIG. 15 is a drawing showing an example of a piece reinforcement material being installed in a corner reinforcement material in an easy-to-install sloped expandable deck load system according to the present invention.

Depending on the design conditions, the piece reinforcement (120) may have a cutting groove (123) formed in a shape of an upper groove at the bottom, as shown in FIG. 13.

These cutting grooves (123) are inserted after the piece reinforcement material (120) is bent by the elastic force of the piece reinforcement material (120) during the process of being inserted into the opening space (111a) of the angle reinforcement material (110). At this time, the cutting grooves (123) allow both ends of the piece reinforcement material (120) to be bent more easily toward the side where the opening space (111a) is formed.

Such a cutting groove (123) is preferably formed on the lower middle side of the piece reinforcement material (120) as shown in Fig. 13, and may be formed in a spherical shape as in (a) of Fig. 13, a triangular shape as in (b), or a square shape as in (c).

Furthermore, as shown in Fig. 14, the cutting grooves (123) may be formed in multiple numbers spaced apart from each other and have a spherical, triangular or rectangular shape.

Here, referring to Fig. 15, an example in which a piece reinforcing member (120) is inserted into an opening space (111a) of a corner reinforcing member (110) is examined. First, an external force is applied to both ends of the piece reinforcing member (120) so that the piece reinforcing member (120) is bent around the cutting groove (123).

At this time, the catch (122) of the piece reinforcement (120) is flexibly inserted into the opening space (111a) without being caught by the detachment prevention part (111b), and when the external force applied to the piece reinforcement (120) is removed, the piece reinforcement (120) is deformed and returns to its original shape by elastic force.

That is, when the piece reinforcing member (120) is inserted into the opening space (111a) of the angle reinforcing member (110) and then restored to its original shape, the engaging member (122) is maintained in a state of being engaged with the anti-separation member (111b), so that the angle reinforcing member (110) is not separated from the piece reinforcing member (120) and a firm bonding state can be maintained.

FIG. 16 is a partial perspective view showing an example of an elastic member installed in an expandable deck load system that is easy to install on a slope according to the present invention, and FIG. 17 is a front cross-sectional view showing an example of an elastic member installed in an expandable deck load system that is easy to install on a slope according to the present invention.

Depending on the design conditions, an elastic member (600) may be installed on the upper side of each pipe (100).

These elastic members (600) may be made of a flexible material, and preferably, may be made of recycled rubber, rubber, silicone, soft PVC, or synthetic resin that cushions impact and noise and is easy to recycle.

In addition, the elastic member (600) can be produced in a roll shape so as to be constructed along the longitudinal axis of the pipe (100) on the upper side of the pipe (100), and can be constructed by partially cutting it according to the work site, that is, according to the longitudinal length of the pipe (100).

At this time, the elastic member (600) may have one or more protrusions (610) formed in an outwardly protruding shape on at least one surface selected from the upper or lower surface.

This will be described in detail with reference to FIGS. 16 and 17. The protrusions (610) are formed in a plurality of positions spaced apart from each other along the longitudinal direction and the longitudinal direction of the elastic member (600), and are pressed against the upper surface of the pipe (100) or the lower surface of the deck (500) to ensure smooth drainage through the spaces formed between the protrusions (610). The frictional force between the pipe (100) and the deck (500) is maximized by the protrusions (610), and the bonding property is improved, and the elasticity is exerted to absorb shock and noise, and stability is improved.

Depending on the design conditions, as described with reference to FIGS. 16 and 17, the elastic member (600) may have a plurality of through holes (620) formed between protrusions (610) formed along the longitudinal direction of the elastic member (600) that penetrate upward and downward.

These through holes (620) have the effect of further improving drainage performance and reducing unnecessary material usage when manufacturing elastic members (600), thereby reducing costs.

At this time, the number of protrusions (610) formed based on the two-sided direction of the elastic member (600) and the number of through holes (620) may be the same or different from each other.

FIG. 18 is a perspective view showing an example of an expandable deck load system that is easy to install on a slope according to the present invention, in which a piece cover is provided; FIG. 19 is a perspective view showing various embodiments of a piece cover in an expandable deck load system that is easy to install on a slope according to the present invention; and FIG. 20 is a side cross-sectional view showing various embodiments of a piece cover and a piece fastened to a deck in an expandable deck load system that is easy to install on a slope according to the present invention.

Depending on the design conditions, a piece (520) penetrating the fastening hole (510) of the deck (500) may be provided with a piece cover (530) that is in close contact with the lower surface of the head of the piece (520).

As shown in Fig. 18, this piece cover (530) is formed so that the piece (520) can penetrate it by connecting it to the upper and lower sides, and is formed in a wide upper side and narrow lower side shape so that it can be closely attached to the lower side of the head of the piece (520).

At this time, the piece cover (530) can be made of urethane, rubber, PVC, silicone, plastic or synthetic resin, and forms a waterproof film between the piece (520) and the fastening hole (510) to prevent moisture from penetrating into the deck (500) through the fastening hole (510) and corrosion from occurring, and can support the lower side of the head of the piece (520) to prevent loosening of the piece (520).

In addition, the piece cover (530) may be provided with a friction projection (531) in a protruding shape on the lower outer surface.

At this time, the friction protrusion (531) may be formed in the form of multiple rings spaced apart from each other upwardly and downwardly on the lower outer surface of the piece cover (530), as in (b) of FIG. 19, or in the form of multiple protrusions protruding, as in (c) of FIG. 19.

Referring to Fig. 20, these friction projections (531) maximize frictional force by coming into close contact with the outer surface of the fastening hole (510) during the process of fastening the piece (520) to the fastening hole (510) of the deck (500), thereby improving the fastening force of the piece (520), preventing loosening, and preventing safety accidents from occurring in advance.

FIG. 21 is a perspective view showing a column in an expandable deck load system that is easy to install on a slope according to the present invention, FIG. 22 is an exploded perspective view showing a column in an expandable deck load system that is easy to install on a slope according to the present invention, FIG. 23 is a side view showing a foundation (210) in an expandable deck load system that is easy to install on a slope according to the present invention, and FIG. 24 is a plan view showing a column core and a column wall in an expandable deck load system that is easy to install on a slope according to the present invention.

The pillars (200) are extended and connected to the side of each pipe (100) and installed upright upward. A plurality of pillars are provided and connected with railings (300) between them.

These columns (200) are composed of a foundation (210), a column core (220), a column wall (230), a rib (240), a column cover (250), a column cap (260), a slope (270), and a connecting means (280).

The base (210) is formed in the form of a plate with a bracket (211) protruding on the upper side, and is extended and joined to the side of each tube (100), and is configured to include a bracket (211), an upper base plate (212), and a gear (213).

At this time, the upper side of the slope (270) described later of the base (210) is connected through a connecting means (280).

The bracket (211) is formed in a 'ㄷ' shape by protruding from the upper side of the plate-shaped upper base plate (212), and connects the foundation (210) and the column core (220).

At this time, the connection between the base (210) and the column main body (220) can be configured so that the bracket (211) protruding from the upper base plate (212) wraps around a portion of the front and back sides of the column main body (220), and then is fixed by bolt fastening.

The upper base plate (212) is provided in the shape of a plate on the lower side of the bracket (211), and a number of bolt fastening holes (212a) are formed.

It is preferable that the upper base plate (212) be installed flat so that the lower surface of the column (200) can be supported, and is installed flat so that the upright state of the column (200) is always maintained even if the pipe (100) is installed flat or inclined.

At this time, the upper base plate (212) can have a plurality of bolt fastening holes (212a) formed as shown in Fig. 22.

This bolt fastening hole (212a) enables the slope adjustment bolt (281) to be fastened during the process of connecting the foundation (210) and the sloped portion (270) described later by means of a connecting means (280).

Referring to Fig. 23, the gear (213) is formed in a protruding shape on the lower side of the upper base plate (212), and a number of gears (213a) are formed spaced apart from each other upward and downward on the side.

After the gear (213) is fitted into the engaging hole (272) formed in the lower base plate (271) of the inclined portion (270) described later, one of the teeth (213a) selected from among the plurality of teeth (213a) engages the engaging hole (272), thereby maintaining the lower base plate (271) in a flat or inclined state relative to the upper base plate (212).

At this time, as shown in Fig. 23, the teeth (213a) may be provided in multiple numbers spaced apart from each other in the upper and lower directions, but may be formed in a form that is inclined upward as they go toward the ends of the teeth (213a).

Accordingly, when the lower base plate (271) is caught and inserted between the teeth (213a) and the teeth (213a), the state in which the lower base plate (271) is installed flat from the upper base plate (212) or the state in which the lower base plate (271) is installed at an angle from the upper base plate (212) can be stably maintained.

According to this configuration, the base (210) is connected to the upper side of the inclined portion (270) described later, but the upright state of the column (200) is always maintained.

The column core (220) is formed in an extended form to stand upright on the upper side of the foundation (210), and is configured to include a bolt insertion groove (221), an extension member (222), a sliding groove (223), a bending portion (224), a side extension member (225), and a finishing projection (226).

These column girders (220) are located at the center of the column (200), and the handrail (300) described later is connected by a floating bracket (400), and a column wall (230) is provided on the outside to complete the finish.

Furthermore, the column core (220) is formed in the shape of a pipe with an empty interior, as shown in FIG. 22 and FIG. 24, and may be formed of metal or synthetic resin.

Referring to FIGS. 22 and 24, the bolt insertion groove (221) is formed in a shape that is dug inward on each side, and is provided with a protruding projection (221a) that protrudes into the dug space at the end.

That is, it is formed in a form that is dug inward on each side of the column core (220) to provide a space into which a bolt (450) is inserted during the process of connecting the floating bracket (400) described later.

At this time, the bolt (450) inserted into the bolt insertion groove (221) is prevented from being detached in either direction by the protruding projection (221a).

Preferably, the bolt insertion groove (221) is formed to extend upward and downward along the longitudinal direction of the column core (220), so that when a bolt (450) is inserted into the bolt insertion groove (221), it can freely slide upward and downward along the longitudinal direction of the column core.

Referring to FIGS. 22 and 24, the extension member (222) is formed in a form that extends forward and backward on each side of the column core (220), and a portion thereof is bent to form a sliding groove (223).

That is, after being spaced apart on both sides of the column core (220), they are first bent toward the sides facing each other, and then bent again toward the outside, thereby forming a sliding groove (223) having a step (222a).

Accordingly, a part of a movable bracket (400) described later is fitted between a pair of extension members (222) provided on each side of the column main body (220), and the sliding part (410) of the movable bracket (400) is fitted into the sliding groove (223) in the longitudinal direction to enable sliding movement, so that the height of the movable bracket (400) connected to the column main body (220), i.e., the handrail (300), can be easily adjusted.

Referring to FIGS. 22 and 24, the bend portion (224) is formed in an extended form by being bent at the end of the extension member (222), and a guide groove (224a) is formed between the step (222a) and the bend portion (224).

These guide grooves (224a) prevent the fixing projections (231) of the column wall (230) from being inserted and detached from the column main body (220) during the process of installing the column wall body (230) on the outer surface of the column main body (220) described later.

The side extension member (225) is formed in a form that extends from each side of the column main body (220) and is provided between a pair of column walls (230) during the process of installing the column wall body (230) described below to the column main body (220).

The finishing projection (226) is formed by being extended by bending forward and backward at the end of the side extension member (225), and prevents the column wall (230) installed on the outside of the column main body (220) from being detached.

The column wall (230) is connected to the outer surface of the column main body (220) and performs the function of covering the outer side of the column main body (220), and is configured to include a fixing projection (231) and a cut groove (232).

As shown in the attached drawing, this column wall (230) is formed in an 'ㄱ' shape and is provided to surround a part of the outer surface of the column inner column (220) so as to be installed on the outside of a square column (200), and four column walls (230) of the same shape are installed to surround the outer surface of the column inner column (220).

Specifically, as shown in FIG. 22 and FIG. 24, a pair of column walls (230) are configured to be connected to each other by a side extension member (225) spaced apart from each other on the front side and the back side of the column main body (220).

At this time, the pillar wall (230) is made of synthetic wood or natural wood to provide a beautiful appearance due to the texture of the wood.

The anchoring projection (231) is formed in a protruding shape on the outer surface of the column wall (230) toward the column main body (220) and is inserted into the guide groove (224a) to be caught in the bending portion (224).

The cut groove (232) is formed by the ‘ㄱ’ shaped column wall (230) facing each other and being dug inward, and the bent portion (224) of the column main (220) and the finishing projection (226) are fitted and hooked.

That is, as shown in Fig. 24, the bending portion (224) and the finishing projection (226) are fitted into each of a pair of cut grooves (232) formed in the column wall (230), thereby forming a shape exposed to the outside of the square column (200).

According to this configuration, the column wall (230) slides along the longitudinal direction of the column main (220) and when the installation is completed, the fixing projection (231) is fitted into the guide groove (224a), and the bending portion (224) and the finishing projection (226) are fitted into the cut groove (232) and caught, thereby preventing the column wall (230) from being separated from the column main (220).

FIG. 25 is a plan view showing another embodiment of a pillar in an expandable deck load system that is easy to install on a slope according to the present invention.

Depending on the design conditions, the cut groove (232) may be formed in a form in which the 'ㄱ' shaped column walls (230) are dug inward in the middle of the faces facing each other, as explained with reference to Fig. 25.

Accordingly, the bending portion (224) and the finishing projection (226) are fitted into the cut groove (232) formed in the middle of the column wall (230) to minimize exposure to the outside of the square column (200), thereby minimizing the exposure of the column core (220) to the outside of the column (200) and increasing the frequency of exposure of the column wall (230) with a wooden texture, thereby providing an attractive appearance.

The rib (240) is formed in a form that protrudes outwardly from the side of the foundation (210), and performs the function of improving durability and preventing the column core (220) from bending away from the foundation (210).

In detail, the rib (240) is attached to connect the upper base plate (212) in the form of a plate and the outer surface of the bracket (211) formed to protrude on the upper side of the upper base plate (212), thereby improving the durability of the foundation (210).

At this time, ribs (240) can be provided on the front and rear sides of the column core (220).

FIG. 26 is a perspective view showing another embodiment of a pillar in an expandable deck load system that is easy to install on a slope according to the present invention.

Depending on the design conditions, multiple ribs (240) may be provided spaced apart from each other, as in Fig. 26.

This can further improve the durability of the column core (220) from the foundation (210) by selectively providing a plurality of columns (200) according to the height of the column (200) configured in the deck load system or the thickness of the column (200).

Meanwhile, it goes without saying that the ribs (240) may be provided on each of the front and back sides of the moving speed member (220) as in Fig. 22, or may be provided in multiple numbers spaced apart on both sides on each of the front and back sides as in Fig. 26, or may be omitted as in Fig. 28 described later.

The column cover (250) is installed to surround the outer surface of the column (200), but is provided on the upper side of the foundation (210) to prevent the lower part of the foundation (210) and the column (200) from being exposed to the outside.

Referring to FIGS. 21 and 22, the column cap (260) is fitted to the upper side of the column (200) and covers a portion of the upper side of the column core (220) and the column wall (230) to provide an attractive appearance.

FIG. 27 is a perspective view showing an example of a pipe installed at an angle in an expandable deck load system that is easy to install on a slope according to the present invention, FIG. 28 is a perspective view showing an example of a sloped portion provided in an expandable deck load system that is easy to install on a slope according to the present invention, FIG. 29 is an exploded perspective view showing an example of a sloped portion provided in an expandable deck load system that is easy to install on a slope according to the present invention, and FIG. 30 is a side view showing an example of a sloped portion provided in an expandable deck load system that is easy to install on a slope according to the present invention.

The inclined portion (270) is provided on the lower side of the foundation (210) and is connected to the side of the inclined portion (270), and is connected to the foundation (210) by a connecting means (280) described later.

This inclined portion (270) is composed of a lower base plate (271), a catch hole (272), and a protruding piece (273).

The lower base plate (271) is formed in a plate shape, and a plurality of bolt fastening holes (271a) are formed to correspond to the bolt fastening holes (212a) formed in the upper base plate (212).

At this time, as shown in the attached drawing, it is preferable that the bolt fastening hole (271a) be formed in an oblong shape, so that during the process of connecting the lower base plate (271) to the upper base plate (212) at an angle, the slope adjustment bolt (281) described later is prevented from bending by passing through the bolt fastening hole (271a), thereby blocking the applied load and allowing the slope adjustment bolt (281) to be stably fastened.

Referring to Fig. 29, the hanging hole (272) is formed by penetrating upward and downward through one side of the center of the lower base plate (271), and provides a space into which a gear (213) provided on the lower surface of the base (210) is fitted.

That is, after the gear (213) penetrates through the engaging hole (272), the lower base plate (271) is caught by being inserted between a pair of teeth (213a) selected from among the multiple teeth (213a) formed on the gear (213), thereby stably maintaining the inclined shape of the lower base plate (271) relative to the upper base plate (212).

The protrusion (273) is formed in a form that extends from the lower side of the lower base plate (271) and is connected to the side of the pipe (100).

At this time, the connection between the protrusion (273) and the pipe (100) can be achieved by bolt connection or welding.

Preferably, the inclined portion (270) coupled to the side of the tube (100) is such that when the tube (100) is installed flat, the lower base plate (271) is also coupled flat, and when the tube (100) is installed slanted, the lower base plate (271) can also be installed slanted together to match the incline of the tube (100).

That is, the inclined portion (270) is installed flat or inclined according to the incline at which the pipe (100) is installed, and the foundation (210) provided on the upper side of the inclined portion (270) is installed so as to always be maintained in a flat state by the connecting means (280) described later, thereby maintaining the upright state of the pillar (200).

The connecting means (280) performs the function of firmly connecting the upper base plate (212) and the lower base plate (271), and firmly and stably connects the upper base plate (212) even when the lower base plate (271) is installed at an angle.

That is, the connecting means (280) has a function of allowing the foundation (210) to be installed flat on the upper side of the inclined portion (270), and thus allowing the pillar (200) to be connected in an upright state.

These connecting means (280) are composed of a slope adjustment bolt (281), a slope adjustment nut (282), and a taper washer (283).

The slope adjustment bolt (281) passes through the bolt fastening hole (212a) and the bolt fastening hole (271a), and preferably, the head of the slope adjustment bolt (281) can be installed so that it is located on the lower side of the lower base plate (271).

The slope adjustment nut (282) is fastened to the slope adjustment bolt (281) and is provided on the upper part of the upper base plate (212) or between the upper base plate (212) and the lower base plate (271).

In detail, when the pipe (100) is installed flat, the incline adjustment nut (282) is fastened to the incline adjustment bolt (281) that passes through the bolt fastening hole (212a) of the upper base plate (212) and the bolt fastening hole (271a) of the lower base plate (271) and is provided on the upper end of the upper base plate (212), so that both the upper base plate (212) and the lower base plate (271) are combined while maintaining a flat state.

In addition, when the tube (100) is installed to be inclined, referring to FIGS. 28 to 30, the incline adjustment nut (282) is also provided at the top of the upper base plate (212) and between the upper base plate (212) and the lower base plate (271).

For example, as shown in FIGS. 28 to 30, when the lower base plate (271) is connected to the upper base plate (212) in a form that slopes from one side to the other, a gap is created between one side of the upper base plate (212) and the lower base plate (271).

Accordingly, a slope adjustment nut (282) is provided in the space between one side of the upper base plate (212) and the lower base plate (271) so as to fill the above-mentioned space, and the other side ends of the upper base plate (212) and the lower base plate (271) can be provided in contact with each other.

The taper washer (283) penetrates the slope adjustment bolt (281) and is in close contact between the slope adjustment bolt (281) and the lower base plate (271) and between the slope adjustment nut (282) and the lower base plate (271), so that the lower base plate (271) and the head of the slope adjustment bolt (281) and the slope adjustment nut (282), which are installed to be inclined, come into contact with the taper washer (283) so that they can be fastened flatly.

These taper washers (283) are formed in a plate shape with the middle portion penetrating upward and downward so that the slope adjustment bolt (281) can penetrate them, and the inclined surface is formed so that the thickness gradually becomes thinner or thicker from one side to the other.

Accordingly, as shown in FIGS. 28 to 30, the taper washer (283) is fitted between the slope adjustment bolt (281) and the lower base plate (271) and between the slope adjustment nut (282) and the lower base plate (271), thereby allowing the slope adjustment bolt (281) to be stably fastened while standing upright in the vertical direction.

Accordingly, the expandable deck load system that is easy to install on a slope according to the present invention has an inclined portion (270) that is extended and connected to the side of each pipe (100) and is installed flat or inclined together with the pipe (100), and the foundation (210) can be installed flat on the upper side of the inclined portion (270) regardless of the inclination of the inclined portion (270) by the connecting means (280), so that the deck load system can be installed not only on flat ground but also on inclined ground such as a slope or a mountain trail while maintaining the upright state of the pillar (200).

In other words, it can be installed flat or inclined according to various environments, such as not only flat land but also sloped land.

FIG. 31 is a perspective view showing a floating bracket in an expandable deck load system that is easy to install on a slope according to the present invention, FIG. 32 is an exploded perspective view showing a floating bracket in an expandable deck load system that is easy to install on a slope according to the present invention, and FIG. 33 is a perspective view showing an example of a floating bracket sliding along the longitudinal direction of a column in an expandable deck load system that is easy to install on a slope according to the present invention.

The floating bracket (400) connects the pillar (200) and the railing (300) to perform the function of adjusting the height and angle of the railing (300) from the pillar (200), and is composed of a sliding part (410), a socket (420), a joint (430), a center yoke (440), and a bolt (450).

These floating brackets (400) are configured to be able to slide up and down along the longitudinal direction of the column core (220), so that the installation height of the railing (300) provided between the columns (200) can be freely adjusted.

As illustrated in Fig. 33, the sliding part (410) is fitted into a sliding groove (223) formed in the column main body (220) and is hooked onto a step (222a), and is provided so as to be able to slide in the longitudinal direction of the column main body (220).

This sliding part (410) is formed in a plate shape, and a fixing hole (411) through which a bolt (450) passes is formed.

The socket (420) has an opening groove (421) formed on one side to fit the end of the railing (300), and is formed in a box shape to surround a portion of the end of the railing (300).

At this time, the socket (420) may have a number of protruding projections (422) formed on the inner surface where the opening groove (421) is formed so that it is fitted closely to the outer surface of the railing (300) that is fitted into the opening groove (421).

Furthermore, fixing of the railing (300) fitted with the socket (420) and the opening (421) can be accomplished by fastening a piece penetrating the socket (420) to the railing (300).

Depending on the design conditions, a spring (421a) may be provided in the internal space of the socket (420).

These springs (421a) elastically support the outer surface of the railing (300) during the process of the railing (300) being fitted into the opening (421) of the socket (420).

Accordingly, the sockets (420) fitted into each end of the railing (300) elastically support the railing (300) outwardly by the springs (421a) provided in each socket (420), thereby inducing the railing (300) to be positioned in the center between the pair of sockets (420), and by securing flexibility through elasticity, the problem of the railing (300) being damaged can be prevented in advance.

The joint (430) is formed in a shape that protrudes outwardly so as to be perpendicular to each other in the sliding portion (410) and the socket (420), and a flow groove (431) is formed.

Referring to Fig. 32, this joint (430) is formed to have a rounded surface at the end, and a flow groove (431) having a curved shape is formed along the surface so that a center yoke (440) described later is rotatably connected.

At this time, the end of the joint (430) may be provided with a plurality of radial protrusions (432) spaced apart from each other that protrude radially along the curved surface.

A center yoke (440) is provided between a pair of joints (430), and a rotational groove (441) is formed to be connected by a fluid groove (431) and a hinge (442), and the sliding part (410) and the socket (420) are each rotated based on the center yoke (440).

At this time, since the joints (430) provided in each of the sliding part (410) and the socket (420) are arranged in a form that is orthogonal to each other, when the sliding part (410) rotates up and down from the center yoke (440), the socket (420) is configured to rotate left and right from the center yoke (440).

Accordingly, the railing (300) connected to the pillar (200) by the floating bracket (400) has the advantage of being able to rotate not only up and down but also left and right, allowing installation with various inclinations.

Depending on the design conditions, the center yoke (440) may be provided with a protrusion (443) that protrudes outward on the inner surface of the space into which the joint (430) is fitted.

These protrusions (443) are hooked onto the radial protrusions (432) and are settled in the space between a plurality of radial protrusions (432), thereby allowing the multi-stage rotation of the floating bracket (400).

That is, in the process of the center yoke (440) rotating from the joint (430), the radial projection (432) and the protruding projection (443) are caught with each other and the jointability is improved, so that after the angle of the center yoke (440) is adjusted, rotation can be prevented and the state in which the angle is adjusted can be maintained so as to provide firm support.

As shown in Fig. 33, the bolt (450) is inserted into the bolt insertion groove (221) formed in the column main body (220) and is caught on the protruding projection (221a), and after sliding in the longitudinal direction of the column main body (220), is fixed by the fastened nut (451), thereby performing the function of fixing the floating bracket (400) whose height has been adjusted from the column (200).

That is, by fixing the railing (300) whose height has been adjusted, the installation height of the railing (300) can be freely adjusted.

According to this configuration, the expandable deck load system according to the present invention, which is easy to install on a slope, can freely rotate the railing (300) left and right and up and down from the pillar (200) by the floating bracket (211) connecting the pillar (200) and the railing (300), so that the height and inclination at which the railing (300) is installed can be freely adjusted, and even if the pipe (100) and the deck (500) are installed at an incline by the inclined portion (270) extended and connected to the side of the pipe (100), the upright state of the pillar (200) is maintained, thereby having the effect of being easy to install not only on flat ground but also on an incline.

In addition, the present invention has a remarkable effect of improving support capacity, durability, and stability by installing pipe reinforcing materials (110) having various shapes inside the pipes (100) forming the long line.

In addition, the present invention has a remarkable effect of improving stability by absorbing shock and vibration and minimizing noise generation by providing an elastic member (600) with at least one protrusion (610) formed between the pipe (100) and the deck (500), maximizing frictional force by the protrusion (610) to improve bonding, and preventing corrosion by forming a drainage space between the deck (500) and the pipe (100) to remove moisture and prevent water from accumulating.

In addition, the present invention has an inclined portion (270) extended and connected to the side of a pipe (100) installed to be inclined, and a foundation (210) installed to be inclined on the upper side of the inclined portion (270) and maintained in a flat state is firmly connected to the inclined portion (270) by a connecting means (280), thereby enabling a pillar (200) to be installed upright and stably on the pipe (100) installed to be inclined.

Although the above description has presented and described various embodiments of the present invention, the present invention is not necessarily limited thereto, and it will be apparent to those skilled in the art that various substitutions, modifications, and changes can be made without departing from the technical spirit of the present invention.

100: Each pipe 110: Each pipe reinforcement material
111: Exterior wall 111a: Open space
111b: Anti-separation section 111c: Inner wall
112: Lattice wall 113: Honeycomb wall
114 : Partition wall 114a : Partition space
115 : Zigzag wall 116 : Slope
120: Piece reinforcement 121: Reinforcement part
122: Hook 123: Cutting groove
200 : Column 210 : Foundation
211 : Bracket 212 : Upper base plate
212a: Bolt fastening hole 213: Gear
213a: Gear 220: Column shaft
221: Bolt insertion groove 221a: Protruding jaw
222 : Extension member 222a : Step
223: Sliding home 224: Bend section
224a: Guide home 225: Side extension member
226: Finishing protrusion 230: Column wall
231: Anchoring protrusion 232: Cutting groove
240 : Rib 250 : Pillar Cover
260 : Column cap 270 : Slope
271: Lower base plate 271a: Bolt fastening hole
272: Hanging hole 273: Protruding piece
280: connecting means 281: slope adjustment bolt
282: Slope adjustment nut 283: Taper washer
300 : Railing
400: Floating bracket 410: Sliding part
411: Fixed hole 420: Socket
421 : Opening groove 421a : Spring
422: Insertion lug 430: Joint
431: Fluid groove 432: Radial projection
440: Center yoke 441: Rotation home
442: Hinge 443: Protrusion
450 : Bolt 451 : Nut
500 : Deck 510 : Fastener
520 : Peace 530 : Peace Cover
531 : Friction lug
600: Elastic member 610: Protrusion
620 : Penetration

Claims (10)

delete A tube (100) made in the shape of a pipe with an empty interior;
A plurality of pillars (200) installed to extend to the side of the above-mentioned section (100);
A railing (300) provided between the above pillars (200);
A floating bracket (400) that connects the above pillar (200) and the railing (300) to adjust the height and angle of the railing (300) from the pillar (200); and
It is composed of a deck (500) installed in a grid shape on the upper side of the above-mentioned pipe (100);
The above pillar (200)
A base (210) provided to extend to the side of the above-mentioned pipe (100);
A column core (220) formed in an extended form to stand upright on the upper side of the above foundation (210); and
It is composed of a plurality of pillar walls (230) provided to surround the outer surface of the pillar core (220);
The above floating bracket (400)
It is characterized by being able to slide along the longitudinal direction of the above-mentioned pillar (220),
The above foundation (210)
A bracket (211) having a shape protruding upwards; and
It is composed of a base plate (212) provided in a plate shape on the lower side of the above bracket (211);
The above pillar (200)
It is configured to include a rib (240) having a protruding shape by connecting the above bracket (211) and the upper base plate (212);
The above rib (240)
An expandable deck load system that is easy to install on a slope, characterized in that it is equipped only on one selected from the front side and the back side of the above foundation (210), or is equipped on each of the front side and the back side, or is equipped with a plurality of them spaced apart from each other on each of the front side and the back side.
A tube (100) made in the shape of a pipe with an empty interior;
A plurality of pillars (200) installed to extend to the side of the above-mentioned section (100);
A railing (300) provided between the above pillars (200);
A floating bracket (400) that connects the above pillar (200) and the railing (300) to adjust the height and angle of the railing (300) from the pillar (200); and
It is composed of a deck (500) installed in a grid shape on the upper side of the above-mentioned pipe (100);
The above pillar (200)
A base (210) provided to extend to the side of the above-mentioned pipe (100);
A column core (220) formed in an extended form to stand upright on the upper side of the above foundation (210); and
It is composed of a plurality of pillar walls (230) provided to surround the outer surface of the pillar core (220);
The above floating bracket (400)
It is characterized by being able to slide along the longitudinal direction of the above-mentioned pillar (220),
The above pillar (220)
A bolt insertion groove (221) formed in a shape dug inwardly on each side and provided with a protruding projection (221a) protruding into the space dug at the end;
An extension member (222) formed in an extended form spaced apart in the front and rear directions on each side; and
An expandable deck load system that is easy to install on a slope, characterized in that it comprises a sliding groove (223) formed by bending a portion of the above extension member (222).
In claim 3,
The above floating bracket (400)
A sliding part (410) that is fitted into the above sliding home (223) and hooked onto a step (222a) and can slide in the longitudinal direction of the column core (220);
A socket (420) into which the end of the above railing (300) is fitted;
A joint (430) formed in a shape that protrudes outwardly so as to be perpendicular to each other in the sliding portion (410) and the socket (420), and in which a fluid groove (431) is formed;
A center yoke (440) provided between a pair of joints (430) and connected by the fluid groove (431) and the hinge (442); and
An expandable deck load system that is easy to install on a slope, characterized by comprising a bolt (450) that is inserted into the above bolt insertion groove (221), is caught on a protruding projection (221a), slides in the longitudinal direction of a column core (220), and is then fixed by a fastened nut (451).
In claim 4,
The above joint (430) is configured to include radial projections (432) formed in a form that are radially spaced apart from each other on the outer surface;
The above center yoke (440)
It is configured to include a protrusion (443) that protrudes outwardly on the inner surface of the space into which the above joint (430) is fitted;
The above protrusion (443)
An expandable deck load system that is easy to install on a slope, characterized in that it is hung on the above radial projections (432) and is settled in the space between a plurality of radial projections (432).
A tube (100) made in the shape of a pipe with an empty interior;
A plurality of pillars (200) installed to extend to the side of the above-mentioned section (100);
A railing (300) provided between the above pillars (200);
A floating bracket (400) that connects the above pillar (200) and the railing (300) to adjust the height and angle of the railing (300) from the pillar (200); and
It is composed of a deck (500) installed in a grid shape on the upper side of the above-mentioned pipe (100);
The above pillar (200)
A base (210) provided to extend to the side of the above-mentioned pipe (100);
A column core (220) formed in an extended form to stand upright on the upper side of the above foundation (210); and
It is composed of a plurality of pillar walls (230) provided to surround the outer surface of the pillar core (220);
The above floating bracket (400)
It is characterized by being able to slide along the longitudinal direction of the above-mentioned pillar (220),
The above pillar (220)
An extension member (222) formed in a form that is extended and spaced forward and backward on each side;
A bent portion (224) formed in an extended shape by being bent at the end of the above extension member (222);
A side extension member (225) formed in an extended form on each side; and
It is configured to include a finishing projection (226) formed by being extended by bending forward and backward at the end of the above-mentioned side extension member (225).
The above pillar wall (230)
It is configured to include a cut groove (232) formed in a form in which a plurality of pillar walls (230) are dug inward on the surfaces facing each other so as to surround the pillar core (220);
The above side extension member (225)
It is provided between a pair of pillar walls (230).
The above bending part (224) and the finishing projection (226)
An expandable deck load system that is easy to install on a slope and is characterized by being fitted and hooked into the above-mentioned cut groove (232).
In claim 6,
The above incision groove (232)
A plurality of pillar walls (230) are provided to surround the above pillar core (220) and are formed in a form in which the middle of the faces facing each other is dug inward.
The above bending part (224) and the finishing projection (226)
An expandable deck load system that is easy to install on a slope and is characterized by being inserted into the above-mentioned cut groove (232) and not being exposed to the outside of the pillar (200).
A tube (100) made in the shape of a pipe with an empty interior;
A plurality of pillars (200) installed to extend to the side of the above-mentioned section (100);
A railing (300) provided between the above pillars (200);
A floating bracket (400) that connects the above pillar (200) and the railing (300) to adjust the height and angle of the railing (300) from the pillar (200); and
It is composed of a deck (500) installed in a grid shape on the upper side of the above-mentioned pipe (100);
The above pillar (200)
A base (210) provided to extend to the side of the above-mentioned pipe (100);
A column core (220) formed in an extended form to stand upright on the upper side of the above foundation (210); and
It is composed of a plurality of pillar walls (230) provided to surround the outer surface of the pillar core (220);
The above floating bracket (400)
It is characterized by being able to slide along the longitudinal direction of the above-mentioned pillar (220),
The above pillar (200)
A sloped portion (270) that is extended and joined to the side of a pipe (100) installed to be inclined; and
An expandable deck load system that is easy to install on a slope, characterized in that it comprises a connecting means (280) that connects a foundation (210) to the upper side of the above-mentioned slope (270) so as to be erected.
In claim 8,
The above foundation (210)
A bracket (211) with a shape that protrudes upward;
An upper base plate (212) provided in the form of a plate on the lower side of the above bracket (211) and having a plurality of bolt fastening holes (212a) formed therein; and
It is formed in a protruding shape on the lower side of the upper base plate (212) and is configured to include a gear (213) in which a number of teeth (213a) are formed spaced apart from each other upward and downward.
The above slope (270)
A lower base plate (271) is connected to the side of a slantedly installed angle pipe (100) and has a plurality of bolt fastening holes (271a) formed therein; and
It is formed by penetrating the upper and lower sides of the lower base plate (271), and is configured to include a catch hole (272) in which the gear (213) is inserted and one of the multiple gear teeth (213a) is caught;
The above connecting means (280)
A slope adjustment bolt (281) penetrating the above bolt fastening hole (212a) and bolt fastening hole (271a);
A slope adjustment nut (282) that is connected to the above slope adjustment bolt (281) and is provided on the upper part of the upper base plate (212) and between the upper base plate (212) and the lower base plate (271); and
An expandable deck load system that is easy to install on a slope, characterized in that it comprises a taper washer (283) that penetrates the slope adjustment bolt (281) and is in close contact between the slope adjustment bolt (281) and the lower base plate (271) and between the slope adjustment nut (282) and the lower base plate (271).
In one selected from claims 2 to 9,
The above deck (500)
A fastening hole (510) through which a piece (520) penetrates is formed,
It is composed of a piece cover (530) that is in close contact with the lower side of the head of the piece (520);
The above piece cover (530)
An expandable deck load system that is easy to install on a slope, characterized by having a friction projection (531) in a protruding shape on the lower outer surface.