KR101474948B1 - Construction method for supporting post of experience equipment - Google Patents

Abstract

The present invention relates to a method of constructing a supporting post of an experience facility. Provided is a method of constructing a supporting post of an experience facility which includes digging multiple sites (1) in a predetermined depth on a ground to enable adjacent portions to form triangular dots; placing a vertical supporting post (10) providing a floor plate (12) having a predetermined area at each of the sites and burying with mud; coupling both end portions of a horizontal supporting post (20) having predetermined length to each side surface of the vertical supporting posts (10) forming the triangular spots and being adjacent to each other to primarily fix the vertical supporting posts (10); and using connecting blocks (32) respectively located at central portion of each of the vertical supporting posts (10) being adjacent to form the triangular spots, first connecting rods (36) having one end portions respectively coupled to each of the side surfaces of the vertical supporting posts and the extended other end portions coupled to one sides of lower portions of the connecting blocks (32) by being inclined upward to secondarily fix the vertical supporting posts (10).

Description

[0001] The present invention relates to a method of supporting posts of experience facilities,

The present invention relates to a method of constructing a support column of an experience facility in which various types of adventure apparatuses are provided, and more particularly, to a method of constructing a support column of an experience facility, The present invention relates to a construction method for providing a structure in which a supporting column can support an experience facility for a long time and stably.

There are a lot of complex amusement facilities where various kinds of amusement rides are arranged in various places, and each of them is connected by stairs, limbs, ladders, etc., so that various places can be moved in various places. There is a lot of experience facilities that are structured as shown in Fig. 6, in which not only children but also adults can enjoy the facilities.

Especially, the experience facilities have to be diversified for various kinds of facilities for adults as well as for children. If the supporting pillars can not support the facilities for a long time and stably, big safety accidents may occur The supporting columns need to be installed very firmly when installing the facilities.

Conventionally, the supporting column construction of the compound play facility or the experiential facility is constructed by digging a plurality of columns at a predetermined depth at a position spaced apart from each other by a predetermined distance, inserting one end of a supporting column having a predetermined length into each column, And the base is constructed by curing and curing. When the base of each support column is constructed, the upper part of the support column is buried with soil, and the adjacent support pillars are connected as separate horizontal support rods.

However, such a conventional construction method suffers from several problems as follows. First of all, the foundation of the support column is constructed by casting concrete by casting and curing. In order to cast concrete, a space larger than a certain size is required, so that it is troublesome to prepare a terra cotta work for a considerable time. In addition, there is a problem that a continuous curing operation can not be performed since a curing process for a certain period of time is further required after the concrete is poured, and there is a problem that harmful components contained in the concrete in the concrete pouring and curing process So as to contaminate the soil.

In addition, when the height of the facility is considerable, a single supporting column can not be used, and a method of welding adjacent portions of a unit supporting column having a predetermined length is mainly used. In this case, even if the operation is troublesome Once the welding operation is completed, there is a problem in that it is no longer necessary to change the structure of the support pillars.

As an example for improving the problem of the welding method, there is a Korean Utility Model Registration No. 0466365. However, in this technique, it is necessary to connect the supporting columns with additional horizontal supporting rods in a state where the supporting columns are successively assembled and connected, or a rope or the like for mounting the rides on the supporting columns in which the assembly connection is completed. If the supporting columns are not installed at one point or the height of the supporting columns fixed to the ground are different from each other, it is necessary to disassemble the supporting columns that have been assembled and to perform the assembling operation again. There was an evil.

Korean Patent No. 1383558

SUMMARY OF THE INVENTION The present invention has been made in order to solve the problems of the prior arts, and it is an object of the present invention to shorten the entire construction period by omitting the process of constructing a foundation using concrete in construction of a support column, And a construction method of the present invention.

In order to achieve the above-mentioned object, the present invention is characterized in that it comprises a plurality of vertical support columns 10 spaced apart from each other by a predetermined distance, a plurality of horizontal support columns 20 connecting adjacent vertical support columns 10, And a plurality of adventure mechanisms provided below the horizontal support posts, the method comprising the steps of: digging a plurality of terraces (1) at a predetermined depth on the ground so that adjacent positions form a triangular point; Placing a vertical support column (10) having a bottom plate (12) having a predetermined width on a lower end thereof in each of the trenches (1) and filling it with soil; Fixing both ends of the horizontal supporting column 20 having a predetermined length to the respective side surfaces of the adjacent supporting columns 10 forming a triangular point to fix the vertical supporting pillars 10 for the first time; A connecting block 32 positioned at the center of each of the vertically supporting pillars 10 which are adjacent to each other and connected to the side of each of the vertical supporting pillars 10 constituting a triangle, A first connecting rod 36 which is inclined downward and is coupled to one side of the upper portion of the connecting block 32 and one end of each vertical supporting column 36 is separated from the first connecting rod 36 by a predetermined distance downward, 20 and the other end portion extending to the side of the connection block 32 is secondarily fixed to the vertical support column 10 by using the second connection rod 38 coupled to the lower side of the connection block 32 ; And the connecting block 32 is provided with a stepped pressing step 342 on the central part and first and second threaded parts 344 and 342 having opposite threaded parts on the upper and lower sides of the pressing step 342, A control rod 34 provided with a first connecting rod 346 and a coupling end 312 coupled with the other ends of the first connecting rod 36 are radially extended and a thread 316 is formed on the inner surface thereof, And a fastening end 332 coupled with the other end of the second connecting rod 38. The inner surface of the first connecting block 31 is provided with threads 336 And a second connecting block 33 which is formed with the second thread 346 of the adjusting rod 34 and is engaged with the second thread 346 of the adjusting rod 34.

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Fixing nuts 345 and 347 may be provided between the control rod 34 and the first and second connecting blocks 31 and 33.

Each of the vertical support columns 10 includes a vertical support column 120 provided at one end thereof with a bottom plate 12 fixed to the ground and a plurality of And a connecting vertical support column (160); The other end of the fixed vertical support column 120 is provided with a fastening end 124; A coupling end 164 coupled to the coupling end 124 by a bolt is formed at one end of the coupling vertical supporting column 160. The coupling end 164 is vertically protruded from the coupling end 164, And an insertion end 162 inserted into the other end portion or the other end portion of the adjoining connection vertical support column 160 may be provided.

One of the fixed vertical support pillars 120 or the coupled vertical support pillars 160 is fixedly coupled to one side of the outer surface of the fixed vertical support pillars 120 or the coupled vertical support pillars 160, A first vertical extension 262 is provided with a first bend 264 on the other side where the first groove 266 is formed and extends; The horizontal support column 20 is fixedly coupled to both side ends of the horizontal support column 20 at one side thereof and is provided with a second groove 226 which is inserted into the first groove 266 at an intersection, A second vertical extension 222 may be provided on which the second bent portion 224 is provided.

Instead of constructing the foundation of the vertical support pillars using concrete, the present invention is characterized in that the vertical support pillars are firstly fixed by connecting the adjacent vertical support pillars to the horizontal support pillars, and the support pillars of the adjacent triangles are connected to the connection blocks By proposing a method of securing the vertical support columns by interconnecting, it is possible to omit construction work for terracing operation, concrete pouring and curing for the foundation of the vertical support columns, thus making it possible to shorten the entire construction period .

In addition, the present invention is not a method in which the supporting columns are assembled and tightened at one time, but a preliminary fastening means, such as an insertion end, is provided for connecting the vertical support pillars, and when connecting the vertical support pillars to the horizontal support pillars, And the second grooves are provided to enable preliminary determination of the construction work of the support column itself so that the work on the support columns is erroneously performed in the field construction process as in the prior art, It enables us to solve the problem of constructing fundamentally.

FIG. 1 is a schematic view of a rough construction work in a construction method according to the present invention. FIG.
2 is a schematic plan view of a vertical supporting column in a construction method according to the present invention.
Fig. 3 is a schematic view showing a connection structure between a vertical supporting column and a horizontal supporting column in the construction method according to the present invention.
Fig. 4a is a schematic view of the connection of vertical support pillars in Fig. 3; Fig.
FIG. 4B is a schematic view of the vertical supporting column and the horizontal supporting column in FIG. 3; FIG.
FIG. 5A is a plan view schematically showing the connection between adjacent vertical support pillars in the construction method according to the present invention. FIG.
FIG. 5B is a schematic configuration view seen from one side of FIG. 5A. FIG.
Figure 5c is a schematic block diagram of the connection block in Figure 5a.
6 is a schematic overall configuration diagram of a conventional experience facility.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will now be described in detail with reference to the accompanying drawings. However, the present invention is not limited to the technical features of the present invention, A detailed description thereof will be omitted.

The present invention relates to a method of constructing a supporting column constituting an experiential facility as shown in Fig. The supporting column is composed of a vertical supporting column 10 and a horizontal supporting column 20 and is provided with means for supporting the load of the experiential facility including various kinds of adventure apparatuses (not shown) and stairs, to be. The construction method of the supporting column will be described in detail.

First, prepare a plurality of terraces on the ground. As shown in FIG. 1, the column 1 is preferably formed at a predetermined depth on the ground so that the adjacent positions are triangulated. This assumes that the adjacent vertical support pillars 10 are embedded in the ground as shown in Fig. The width of the bottom plate 12 is preferably larger than the width of the bottom plate 12 to be described later.

When a plurality of triangles are prepared, a vertical support column 10 having a predetermined length is placed in each of the columns. A bottom plate 12 is provided on the lower end of the vertical support column 10, as shown in Fig. The bottom plate 12 is preferably made of a metal having a predetermined width and the vertical support column 10 is joined to the bottom plate 12 by a separate support rod 14. The support rods 14 may be formed of a plurality of spaced apart from one another.

The lower end portion of the vertical support column 10 including the bottom plate 12 is buried with the soil when the lower end portion of the vertical support column 10 is laid on the floor 1. Since the concrete is laid and cured and the concrete is buried directly on the ground without forming the foundation of the vertical supporting column, the operation of forming the column and inserting the vertical support pillars is very simple compared to the conventional art. In addition, there is no possibility of soil pollution problem because concrete is not poured and cured.

When the lower end portions of the vertical support columns 10 are embedded in the respective columns 1, as shown in FIG. 3, both ends of the horizontal support columns 20 having a predetermined length are formed as triangles, Lt; / RTI > Since the present invention does not provide a concrete foundation on the lower end of the vertical support column 10, it is preferable that the adjacent vertical support columns 10 as a primary fixing operation to the vertical support columns 10 are disposed between the horizontal support columns 20 .

On the other hand, when various kinds of play equipment are installed in the experiential facilities, the total height may be considerable. To this end, the present invention proposes a configuration in which the vertical support columns 10 are interconnected by a fixed vertical support column 120 and a connection vertical support column 160, as shown in FIG. 4A.

In this case, one end portion of the fixed vertical support column 120 is embedded in the rotor 1, and a coupling end 124 is provided at the other end portion. It is needless to say that the bottom plate 12 should be provided at one end of the fixed vertical supporting column 120 to be embedded in the base 1. An insertion end 162 is formed at the coupling end 164 at one end of the coupling vertical support column 160 and perpendicularly to the coupling end 164. The fastening end 124 and the coupling end 164 are tightly coupled by bolts.

The insertion end 162 of the connection vertical support column 160 is inserted into the other end portion of the fixed vertical support column 120 or the other end portion of the adjoining connection vertical support column (not shown). For easy penetration insertion, the insertion end is preferably tapered as shown in the drawing.

In addition, the present invention proposes a method of connecting the vertical supporting column 10 and the horizontal supporting column 20 with the configuration disclosed in FIG. 4B. When the connection method is configured as described above, a first vertical extension 262 is provided on one of the outer surfaces of the fixed vertical support column 120 or the coupled vertical support column 120.

The first vertical extending end 262 is fixedly coupled to one side of the outer surface of the fixed vertical supporting column 120 or the coupled vertical supporting column 160 and is formed on the other side where the first groove 266 is formed and extended A first bent portion 264 is provided. It is preferable that the first groove 266 has a shape that is incised downward to a certain depth. The first vertical extension 262 may be provided on the upper surface of the support plate 261 fixed to the outer surface of the fixed vertical support column 120 or the connection vertical support column 160.

Corresponding to the first vertical extension 262, a second vertical extension 222 is provided at each of the opposite ends of the horizontal support post 20. The second vertical extending end 222 is fixedly coupled to one end of the horizontal supporting column 20 and the second bent portion 224 is provided on the other side where the second groove 226 is formed and extended . The second groove 226 is a portion that is inserted into the first groove 266 of the first vertical extending end 262 and is formed to have a shape that is incised upward at a certain depth upward. The first groove 266 and the second groove 226 are tightly coupled by bolts.

A schematic construction process in the case where the vertical support column 10 and the horizontal support column 20 are configured in this manner will be described. First, when the fixed vertical support column 120 is embedded in the paper, the insertion end 162 of the coupled vertical support column 160 is inserted through the other end of each fixed vertical support column 120 as shown in FIG. 4A, The required number of other vertically supporting columns are successively inserted into the other end of the vertically supporting column.

At this time, since each insertion end 162 having a predetermined length is inserted into the other end portions of the fixed vertical support column 120 and the connection vertical support column 160, the coupling end 124 and the coupling end 164 The connecting vertical supporting pillars 160, which are sequentially connected to the fixed vertical supporting pillars 120, can maintain the preliminarily engaged state.

Next, each of the second vertical extension ends 222 provided at both side ends of the horizontal support posts 20 is connected to a first vertical extension (not shown) provided on the mutually adjoining fixed vertical support posts 120 or the coupled vertical support posts 160, And fastened to the stage 262. The first grooves 266 of the first vertical extension 262 and the second grooves 226 of the second vertical extension 222 may be mutually intersected as shown in Figure 4b, The vertical supporting column or connecting vertical supporting column and the horizontal supporting column can be maintained in the preliminary fastening state.

When the primary assembly operation for the fixed vertical supporting columns and the connecting vertical supporting columns and the primary assembly operation for the fixed vertical supporting columns or the connecting vertical supporting columns and the horizontal supporting columns are completed in the above procedure, It is judged whether or not the supporting column is made of the intended structure according to the design specification. If there is an error in the connection of some supporting pillars, corrective action is immediately carried out. If all the supporting pillars are assembled with the intended structure, tighten the adjacent supporting pillars using bolts, Completion of construction.

That is, according to the present invention, preliminary fastening means, such as an insertion end, are provided for connecting vertical support pillars, and preliminary fastening means such as a first groove and a second groove are provided when connecting the vertical support pillars and the horizontal support pillars It is possible to make a preliminary judgment on the construction work itself of the supporting column. In this case, since the operation of the supporting columns is erroneous in the field construction process as in the prior art, it is possible to fundamentally solve the problem of disassembling all the supporting columns to be reworked.

When the primary fixing operation for the vertical support column 10 is completed, the connection block 32 and the first and second connecting rods 36 and 38, as shown in Figs. 5A and 5B, And performs a second fixing operation for the second substrate 10.

The connecting block 32 is located at the center point of each vertical support column 10 which is adjacent to the triangulation point. Each of the first connecting rods 36 is connected to the side of each of the vertical support pillars 10 constituting the triangular point, and the other ends of the first connecting rods 36 are inclined downward, Lt; / RTI > Like the first connecting rod 36, the second connecting rod 38 also has three connecting portions. Each of the connecting rods 38 is connected to the side of each of the vertically supporting pillars 20 constituting the triangular point, and the other end portions thereof are inclined upward Is coupled to the lower side of the block (32).

5A and 5B, the first connecting rod 36 and the second connecting rod 38 are coupled to each of the vertically supporting pillars 10 which are adjacent to each other to form a triangle, and the first connecting rod 36 36 and the second connecting rod 38 are separated from each other by a predetermined distance to be coupled to the vertical supporting column 10. The coupling of the vertical support column and the connecting rod and the coupling of the connecting block and the connecting rod can be done in a manner widely used in the related industry.

The connecting block 32 used as a means for secondarily fixing the vertical support columns 10 is a means for tightly restraining the vertically supporting pillars adjacent to each other through the first and second connecting rods 36 and 38, The present invention proposes a case where the connection block 32 is composed of the control rod 34 and the first and second connection blocks 31 and 33. This will be described with reference to FIG.

The adjusting rods 34 are formed in a bar shape and are provided with a stepped pressing step 342 on the central part and first and second threaded parts 344 and 346 on the upper and lower sides of the pressing step 342 respectively. The pressing end 342 may be formed in a multi-faceted outer surface, such as a conventional nut, as a portion to which an operator exerts an external force. Each of the first and second threads 344 and 346 is threaded in the opposite direction.

The first connection block 31 is provided with three fastening ends 312 extending radially, and a thread 316 is formed on the inner surface thereof. The fastening end 312 is engaged with each of the other ends of the first connecting rod 36 and the thread 316 is engaged with the first thread 344 of the adjusting rod 34. The second connection block 33 is provided with three fastening ends 332 extending radially, and a thread 336 is formed on the inner surface thereof. The fastening end 332 is engaged with each of the other ends of the second connecting rod 38 and the thread 336 is engaged with the second thread 346 of the adjusting rod 34.

A second fixing operation for the vertical support column 10 will be schematically described. First, one end of each of the first and second connecting rods 36 and 38 is fastened to the side surface of each vertical supporting column 10 which is adjacent to the triangular point. When one end of each of the first and second connecting rods 33 and 38 is coupled to each vertical supporting column 10 and the connection block 32 is positioned at the center of each of the vertical supporting columns 10 forming a triangle, The other end of the first connecting rod 36 is coupled to the connecting end 312 of the first connecting block 31 and the other end of the second connecting rod 38 is connected to the connecting end of the second connecting block 33, And is coupled to the stage 332.

When the first and second connecting rods 36 and 38 are coupled to the first and second connecting blocks 31 and 33, the pressing end 342 of the adjusting rod 34 is rotated in one direction (solid line). Since the first and second threaded portions 344 and 346 have threads in the opposite directions when the pressing end 342 rotates in one direction, the first and second connecting blocks 31 and 33 are downwardly and upwardly Move slowly. When the first and second connecting blocks move downward and upward, the other end portions of the first and second connecting rods 36 and 38 are pulled to the central point where the connecting block is located, and each of the perpendicular supporting columns, Constrained state is established by a constant tension starting from the block.

That is, each of the adjacent vertical support pillars constituting the triangulation point can be tightly fixed with a very stable connection by the connection block. In this way, the present invention is characterized in that instead of constructing the foundation of the vertical supporting column with concrete, a horizontal fixing column, a primary fixing step, a connecting block, a first connecting rod and a second connecting step are performed, It is possible not only to shorten the entire working time but also to improve the convenience of the work itself.

The present invention does not exclude the case where the fixing nuts 345 and 347 are provided between the control rod 34 and the first and second connecting blocks 31 and 33 in constructing the connecting block 32. [ The fixing nuts 345 and 347 are means for fixing the positions of the first and second connection blocks 31 and 33. When the second fixing operation is completed, And the two connecting blocks 31 and 33, thereby restricting the movement of the first and second connecting blocks. Accordingly, even if an external force is applied to the vertical supporting column after completion of the construction, the connecting block can stably hold the original fixed position.

In the case where the height of the experience facility is so high that the vertical supporting columns are composed of the vertical vertical supporting columns and the vertical supporting columns, the connecting blocks and the first and second connecting rods having different heights are fixed to the vertical vertical supporting columns and the connecting vertical supporting columns It is needless to say that a plurality of such devices may be provided.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. It will be apparent that the present invention can be practiced with added features.

10: vertical supporting column 20: horizontal supporting column
31: first connection block 33: second connection block
34: adjusting rod 36: first connecting rod
38: second connecting rod

Claims (5)

A plurality of horizontal support columns 20 connecting adjacent vertical support columns 10 and a plurality of horizontal support columns 20 provided below the horizontal support columns 10, As a supporting column construction method for an experiential facility including an adventure mechanism,
The method comprising the steps of: digging a plurality of terraces (1) at a predetermined depth on the ground so that adjacent positions form a triangular point;
Placing a vertical support column (10) having a bottom plate (12) having a predetermined width on a lower end thereof in each of the trenches (1) and filling it with soil;
Fixing both ends of the horizontal supporting column 20 having a predetermined length to the respective side surfaces of the adjacent supporting columns 10 forming a triangular point to fix the vertical supporting pillars 10 for the first time;
A connecting block 32 positioned at the center of each of the vertically supporting pillars 10 which are adjacent to each other and connected to the side of each of the vertical supporting pillars 10 constituting a triangle, A first connecting rod 36 which is inclined downward and is coupled to one side of the upper portion of the connecting block 32 and one end of each vertical supporting column 36 20 and the other end portion extending to the side of the connection block 32 is secondarily fixed to the vertical support column 10 by using the second connection rod 38 coupled to the lower side of the connection block 32 ; , ≪ / RTI >
The connection block 32 is provided with a stepped compression step 342 on the central part and first and second threaded parts 344 and 346 provided on the upper and lower sides of the compression step 342, A control rod 34 and a coupling end 312 coupled to the other end of the first coupling rod 36 extend radially and a thread 316 is formed on the inner surface of the control rod 34, A first connecting block 31 which is engaged with the first connecting rod 344 and a connecting end 332 which is engaged with the other ends of the second connecting rod 38 radially extend and a thread 336 is formed on the inner surface thereof, And a second connecting block (33) engaging with the second thread (346) of the rod (34). delete The method according to claim 1,
Wherein a fixing nut (345, 347) is provided between the control rod (34) and the first and second connection blocks (31, 33). The method according to claim 1,
Each of the vertical support columns 10 includes a vertical support column 120 provided at one end thereof with a bottom plate 12 fixedly installed on the ground and a plurality of connection verticals Supporting pillars (160); The other end of the fixed vertical support column 120 is provided with a fastening end 124; A coupling end 164 coupled to the coupling end 124 by a bolt is formed at one end of the coupling vertical supporting column 160. The coupling end 164 is vertically protruded from the coupling end 164, And an inserting end (162) inserted into the other end portion or the other end portion of the adjoining connecting vertical support post (160). 5. The method of claim 4,
One of the fixed vertical support pillars 120 or the coupled vertical support pillars 160 is fixedly coupled to one side of the outer surface of the fixed vertical support pillars 120 or the coupled vertical support pillars 160, A first vertical extension 262 is provided with a first bend 264 on the other side where the first groove 266 is formed and extends; The horizontal support column 20 is fixedly coupled to both side ends of the horizontal support column 20 at one side thereof and is provided with a second groove 226 which is inserted into the first groove 266 at an intersection, And a second vertical extension end (222) provided with a second bent portion (224) is provided on the upper end of the second vertical extension portion (222).

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