KR102112633B1 - Contruction method for constructure of concrete blocks with a inserting apparatus for concrete pack - Google Patents

Abstract

The present invention relates to a method for constructing a concrete block structure using a concrete pack inserting device, manufacturing a plurality of concrete blocks having vertical through holes and stacking them to construct a concrete block laminate in which vertical column grooves are formed. After that, it relates to a method for constructing a concrete block structure in which binding is achieved by inserting and curing a concrete pack sealing concrete and reinforcing bars with a waterproof film in a vertical groove, and forming a concrete column for binding.
Since the present invention is to form a concrete column for binding by inserting a concrete pack sealed with a reinforcement part and concrete with a waterproof film into a column groove in the vertical direction, it can be constructed to have the same construction quality as constructed on the ground underwater.
In particular, using a concrete pack inserting device comprising a tube body and an opening / closing part provided to be opened and closed at the lower end of the tube body, the concrete pack can be easily manufactured and the produced concrete pack can be easily inserted into the vertical and vertical column grooves.

Description

CONSTRUCTION METHOD FOR CONSTRUCTURE OF CONCRETE BLOCKS WITH A INSERTING APPARATUS FOR CONCRETE PACK}

The present invention relates to a method for constructing a concrete block structure using a concrete pack inserting device for constructing a concrete block structure used as a coastal sofa structure or a docking facility such as a port.

A typical problem encountered in the construction of concrete structures in water is that water is introduced when pouring concrete. When water is introduced during pouring of concrete, the strength of the poured concrete is weakened and the planned construction quality cannot be obtained.

In particular, in the case of a concrete block structure constructed by stacking a plurality of concrete blocks and forming a concrete pillar for binding, when water flows into a concrete pouring site when pouring concrete to form a concrete pillar for binding, the strength of the concrete pillar for binding is It becomes weak and the concrete blocks cannot be firmly bound.

In order to solve this problem, the present inventor has proposed a domestic registration patent No. 10-1355805 "Concrete block structure construction method and concrete block structure".

In the prior art, after stacking a plurality of concrete blocks having column grooves in the up and down directions, insert reinforcing bars surrounding the lower and side sections with a waterproof film in the up and down column grooves connected in the up and down direction, and put concrete inside the waterproof film. It was poured so that a concrete column for binding was formed in the column groove in the vertical direction.

The waterproof membrane is manufactured in the form of a pocket with an open top, and is inserted into the column grooves in the vertical direction with reinforcing bars inserted inside. When the concrete is injected into the inside of the waterproof membrane, the water in the vertical and vertical column grooves located outside the waterproof membrane is discharged to the outside by the load of the injected concrete, and a concrete pillar for binding is formed without filling the vertical and vertical grooves.

Since the open upper part of the waterproof film is exposed above the water surface, water does not flow into the waterproof film during the process of pouring and curing concrete, and the vertical and vertical column grooves are formed to have the same construction quality as that constructed on the ground.

However, such a concrete block structure can be constructed only when the concrete block located at the top is exposed above the water surface. If the concrete block located at the top is submerged in water, the quality of construction cannot be guaranteed because water flows into the interior of the waterproofing membrane when pouring concrete to form a concrete pillar for binding.

In addition, since the conventional method of inserting reinforcing bars wrapped with a waterproofing film and pouring concrete into the column grooves in the vertical direction is performed in the field, the construction speed is slow and the convenience is poor.

Republic of Korea Patent No. 10-1355805 "Concrete block structure construction method and concrete block structure" (January 15, 2014 registration) Republic of Korea Registered Patent No. 10-1220995 "Large concrete block installation method" (January 2013 registration)

The present invention has been devised to solve the problems of the prior art as described above, and is intended to provide a concrete block structure that can be easily constructed without deteriorating construction quality even in water and a method of constructing the same.

In particular, to form a concrete pillar for binding concrete by pouring concrete, it is intended to present a method of preventing water from entering the concrete pouring site, and also a construction device that enhances the convenience of concrete block construction I want to.

In addition, the present invention is to increase the convenience of concrete block construction by using a concrete pack prepared in advance, without pouring concrete in the field.

In order to solve the above problems, the concrete block structure construction method using the concrete pack inserting device according to the present invention includes: a concrete block manufacturing step of manufacturing a plurality of concrete blocks in which a vertical through-hole is formed; The plurality of concrete blocks are arranged to be stacked in the vertical direction so that the vertical through-holes of any one of the concrete blocks are connected to the vertical through-holes of other concrete blocks stacked adjacent in the vertical direction so that the plurality of vertical through-holes are vertical. A concrete block laminate construction step of constructing a concrete block laminate forming a column groove in water; A hollow tube type tube body extending in the vertical direction, an opening / closing part provided to be opened and closed at a lower end of the tube body, and a funnel-shaped hopper part provided at an upper end of the tube body and spaced downwardly from the hopper part and outwardly arranged on the outer circumferential surface of the tube body Prepared so as to protrude to be mounted on the top surface of the concrete block to prepare a concrete pack inserting device including a locking jaw for limiting the insertion depth of the tube body, waterproofing in the form of a pocket with an open top end inside the tube of the concrete pack inserting device A concrete pack preparation step of inserting the membrane with the lower and side portions of the reinforcing part wrapped, and pouring concrete into the open upper part of the waterproof membrane and preparing the sealed concrete pack; Insert the tube into the vertical groove of the concrete block stacked body while receiving the concrete pack inside the tube of the concrete pack inserting device, and open the opening and closing part of the concrete pack inserting device to open the tube. A step of forming a concrete column for bundling by inserting the concrete pack into the columnar groove by separating from the columnar groove in the vertical direction, and curing the concrete to form a concrete column for binding in the form corresponding to the columnar groove; It is made, including, when the tube of the concrete pack inserting device in the step of forming the concrete pillar for the binding into the column groove in the vertical direction of the concrete block laminate, the locking jaw is located on the top of the concrete block laminate It is seated on the upper surface of the block and is characterized in that the hopper portion is positioned higher than the water surface.

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As described above, the concrete block structure construction method according to the present invention forms a concrete pillar for binding using a concrete pack sealed with reinforcing bars and concrete with a waterproof film, so that the concrete block structure can be easily constructed even underwater.

In this process, if the concrete pack inserting apparatus according to the present invention is used, the concrete pack can be easily manufactured and the concrete pack can be easily inserted into the column grooves of the concrete block stack.

The concrete block structure constructed by the method for constructing a concrete block structure according to the present invention has excellent structural stability even in water because the strength of the concrete pillar for binding is excellent as it was constructed on the ground.

In addition, the present invention can increase the convenience of concrete block construction by using a concrete pack prepared in advance without pouring concrete in the field.

1 is a cross-sectional view of a concrete block according to the first embodiment of the present invention,
Figure 2 is a cross-sectional view of a concrete block stack formed in water using the concrete block of Figure 1,
Figure 3 is a perspective view of a concrete pack insertion device according to an embodiment of the present invention,
Figure 4 is a cross-sectional view in the AA direction of the concrete pack insertion device of Figure 3,
5 is a conceptual view showing a process of manufacturing a concrete pack using the concrete pack inserting device of FIG. 3,
6 is a conceptual diagram showing a process of forming a concrete pillar for binding by inserting a concrete pack into the vertical grooves using the concrete pack insertion device of FIG. 3,
Figure 7 is a cross-sectional view of the concrete block structure completed through the method of Figure 6,
8 is a cross-sectional view of a concrete block structure constructed using a concrete block according to a second embodiment of the present invention.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those skilled in the art to which the present invention pertains may easily practice. However, the present invention can be implemented in many different forms and is not limited to the embodiments described herein. In addition, in order to clearly describe the present invention in the drawings, parts irrelevant to the description are omitted, and like reference numerals are assigned to similar parts throughout the specification. When a certain part of the specification "includes" a certain component, this means that other components may be further included instead of excluding other components unless specifically stated otherwise.

A method for constructing a concrete block structure according to an embodiment of the present invention will be described. The method for constructing a concrete block structure according to the present embodiment includes a concrete block production step, a concrete block laminate construction step, a concrete pack preparation step, and a concrete pillar forming step for binding.

1. Concrete block production stage

1 is a cross-sectional view of a concrete block according to a first embodiment of the present invention.

The concrete block manufacturing step is a step of manufacturing a plurality of concrete blocks 100 in which a vertical through-hole 110 is formed in the vertical direction. The concrete block 100 of this embodiment has a rectangular parallelepiped shape and a pair of vertical through holes 110 extending in the vertical direction is formed.

In this embodiment, the concrete block 100 is manufactured with a corrugated pipe 120 embedded therein, so that the inside of the corrugated pipe 120 is used as a through-hole 110 in the vertical direction. Since the form of the concrete block 100 is only an example, the form may be variously modified according to embodiments.

The corrugated pipe 120 has a circular cross-sectional shape, and is a corrugated shape in which the increase and decrease of the cross-sectional area in the vertical direction is repeated. Therefore, the shape of the vertical through-hole 110 formed by the corrugated pipe 120 is also a corrugated shape.

When the concrete pillar 300 for binding is formed in the vertical through-hole 110 of the concrete block 100 that is formed in a corrugated shape by the corrugated pipe 120, the concrete pillar 300 for binding also becomes a corrugated concrete block (100) can be bound so as not to move in the vertical direction.

2. Concrete block laminate construction step

2 is a cross-sectional view of a concrete block laminate constructed in water using the concrete block of FIG. 1.

Concrete block stacking step of construction, by placing a plurality of concrete blocks 100 to be stacked in the vertical direction, another concrete block in which the vertical through-hole 110 of any one concrete block 100 is stacked adjacently in the vertical direction It is a step of constructing a concrete block stack 200 that is connected to the vertical through-hole 110 of the (100) and the plurality of vertical through-holes 110 form the vertical grooves 210.

The plurality of concrete blocks 100 are arranged in a horizontal direction so that the side surfaces come into contact with each other, and another concrete block 100 is staggered in the horizontal direction. By repeating this process, a concrete block stack 200 in the form of a wall as shown in FIG. 2 is formed.

The concrete block stack 200 does not necessarily have to be in the form of a wall, and can be constructed in various forms to meet the purpose of the concrete block structure to be constructed.

When a plurality of concrete blocks 100 are arranged to be stacked to form a concrete block stack 200, the vertical through-holes 110 of one of the concrete blocks 100 are stacked adjacent to each other in the vertical direction. 100) is connected to the vertical through-hole 110, a plurality of vertical through-hole 110 is to form a vertical groove (210).

Of course, the corrugated pipe 120 forming the vertical through-hole 110 is also connected in the vertical direction as shown in FIG. 2.
As the concrete block stack 200 is constructed in water, the top of the concrete block stack 200 is located below the water surface.

3. Concrete pack preparation steps

Figure 3 is a perspective view of a concrete pack inserting device according to an embodiment of the present invention, Figure 4 is a cross-sectional view in the AA direction of the concrete pack inserting device of Figure 3, Figure 5 is a concrete pack using the concrete pack inserting device of Figure 3 It is a conceptual diagram showing the process of making.

The concrete block stacked body 200 constructed by arranging a plurality of concrete blocks 100 to be stacked is not in a bound state. Therefore, the concrete pillars 300 for binding should be formed in the column grooves 210 in the vertical direction to bind each concrete block 100 to the concrete pillars 300 for binding.

In this embodiment, the reinforcing part 310 and the concrete 320 are sealed to the waterproof film 330 to produce a concrete pack 300 ', and the produced concrete pack 300' is made of a concrete block laminate 200. It is inserted into the vertical grooves 210 to form a concrete pillar 300 for binding.

First, the concrete pack 300 'will be described in detail.

The waterproof film 330 is in the form of a pocket with an open top, and the reinforcing part 310 is extended in the vertical direction to correspond to the column groove 210 in the vertical direction. And the concrete 320 injected into the waterproof film 330 is raw concrete before hardening.

In addition, the waterproof film 330 for sealing the reinforcing part 310 and the concrete 320 is the same as the elastic material or the shape of the vertical grooves 210 or the maximum diameter of the vertical grooves 210. It is manufactured in the form of a cylinder. After the waterproof film 330 is inserted into the vertical grooves 210, a portion of the waterproof film 330 is expanded or folded to be transformed into a shape corresponding to the vertical grooves 210.

The produced concrete pack 300 'is in a state in which the concrete 320 inside flows and the shape can be freely deformed. Therefore, when the concrete pack (300 ') is inserted into the vertical groove (210), the concrete pack (300') is transformed into a shape corresponding to the vertical groove (210) to fill the vertical groove (210) in the vertical direction. Cry.

When the concrete pack 300 'is used, the concrete pack 300' can be prepared in advance and quickly constructed, thereby increasing construction convenience. In addition, since the reinforcing part 310 and the concrete 320 are sealed with a waterproof film 330, it is possible to construct even in the field where the upper end of the column groove 210 in the vertical direction is located underwater.

Subsequently, the concrete pack inserting device 400 for facilitating the manufacture and insertion of the concrete pack 300 ′ will be described in detail.

As described above, since the shape of the concrete pack 300 'is freely deformed, if the shape of the concrete pack 300' is not fixed using a separate device, the concrete pack 300 'is inserted into the vertical groove 210. It is difficult to do.

To solve this problem, a concrete pack inserting device 400 is provided. The concrete pack inserting device 400 may be made of only the tube body 410 in which the concrete pack 300 'is accommodated, but in this embodiment, a more specific form for improving convenience in use will be described.

The concrete pack inserting device 400 includes a hollow tube-shaped tube body 410 extending in the vertical direction, a stopper-shaped opening and closing part 420 provided to be opened and closed at a lower end of the tube body 410, and an upper end of the tube body 410. A funnel-shaped hopper portion 430 provided in the upper portion and a locking jaw portion 440 provided to protrude outwardly on the outer circumferential surface of the tube body 410 and restraining the insertion depth of the tube body 410 while being caught on the upper surface of the concrete block 100 ), And is connected to the opening and closing portion 420 is extended to the upper end of the tube 410, and includes an opening and closing wire 450 to open and close the opening and closing portion 420 at the upper end of the tube 410.

The tube body 410 accommodates the concrete pack 300 ′ therein and serves to fix the concrete pack 300 ′ in a form that can be inserted into the vertical groove 210. The tube body 410 is manufactured in a cylindrical shape in consideration of the cross-sectional shape of the vertical groove 210.

The opening / closing portion 420 serves to close the lower end of the pipe 410 so that the concrete pack 300 ′ does not deviate downward and remains accommodated inside the pipe 410. According to an embodiment, the opening / closing unit 420 uses another device (for example, the concrete pack 300 'at the upper end of the tube body 410) to keep the concrete pack 300' in a state accommodated inside the tube body 410. Capture device).

 The opening / closing portion 420 is coupled using a hinge 421 at a lower portion of the tube body 410 so that it can be rotated and opened and closed, and the shape of the opening / closing portion 420 can be rotated in the interior of the column groove 210 in the vertical direction. It should have a shape (in this embodiment, a shape bent to correspond to the vertical groove 210).

The hopper portion 430 provided on the upper portion of the tube body 410 is a concrete 320 into the interior of the waterproof film 330 with the reinforcing part 310 wrapped with a waterproof film 330 inserted into the tube body 410. It is a device for easy injection.

When the tube body 410 is completely inserted into the column groove 210 in the vertical direction and the opening / closing portion 420 touches the floor, there is a problem that the opening / closing portion 420 cannot be opened. The locking jaw part 440 serves to limit the insertion depth of the tube body 410 so that the tube body 410 is not completely inserted to the floor. The locking jaw portion 440 is preferably provided to adjust the position along the longitudinal direction of the tube body (410).

According to an embodiment, the insertion depth of the tube body 410 is not limited using the locking jaw portion 440, and can be directly adjusted using a device for lifting the tube body 410, such as a crane. When using this method, it is necessary to adjust the insertion depth in consideration of the depth of the vertical grooves 210 and the length of the tube body 410.

The opening / closing wire 450 is a device for allowing the opening / closing part 420 to be opened at the upper end of the tube body 410 while the tube body 410 is inserted into the vertical groove 210. The opening / closing wire 450 of this embodiment extends upward along the outer circumferential surface of the tube body 410 with one end coupled to the opening / closing part 420, and the other end portion does not deviate from the upper end of the tube body 410. The position is fixed at 430.

The opening and closing wire 450 is protected by a wire protection tube 460.

The wire protection tube 460 is provided in the vertical direction in the tube body 410 and the opening / closing wire 450 is disposed along the inside.

When the opening / closing wire 450 is pulled upward, the opening / closing portion 420 is closed, and the concrete pack 300 ′ can be accommodated inside the tube body 410. When the opening / closing wire 450 is released, the opening / closing portion 420 is opened, and the concrete pack 300 ′ inside the tube body 410 may be discharged to the lower end of the tube body 410.

Subsequently, a process of manufacturing the concrete pack 300 ′ accommodated in the tube body 410 using the concrete pack inserting device 400 will be described.

As shown in Figure 5 (a), the upper end is opened in the form of a pouch-shaped waterproof membrane 330, which wraps the lower and side portions of the reinforcing part 310, and opens and closes the waterproofing film 330 and the reinforcing part 310. 420) is inserted into the tube body 410 of the closed concrete pack insertion device 400.

While the waterproof membrane 330 is accommodated in the interior of the tube body 410, it is reduced to a form that can be inserted into the vertical grooves 210, and after being inserted into the vertical grooves 210, the tube body 410 When detached from the vertical column groove 210, the waterproof film 330 should be expanded in a form corresponding to the vertical column groove 210.

Therefore, it is preferable that the waterproof film 330 is made of a stretchable material or has a characteristic that is structurally deformed so that it can be deformed from a columnar shape to a columnar groove 210.

For example, after the waterproof membrane 330 is manufactured to have the same shape as that of the vertical grooves 210, or to have a cylindrical shape corresponding to the maximum diameter of the vertical grooves 210, the vertical grooves In the folded state in the form of a cylinder corresponding to the minimum diameter of 210, it may be introduced into the vertical grooves 210 to be deformed into the vertical grooves 210.

5 (b), after inserting the waterproof film 330 and the reinforcing part 310 into the concrete pack inserting device 400, the upper end of the waterproof film 330 is in the form of a hopper part 430. After being aligned, the concrete 320 is injected into the inside of the waterproof film 330 through the hopper portion 430. Concrete 320 should be injected in consideration of the amount to be filled in the column groove 210 in the vertical direction.

After injecting the concrete 320, as shown in FIG. 5 (c), the open top of the waterproof film 330 is sealed to complete the concrete pack 300 '. The completed waterproof membrane 330 is used in a state accommodated in the concrete pack insertion device 400.

As described above, the concrete pack inserting device 400 was used to manufacture the concrete pack 300 ′ in this embodiment, but this is only one embodiment. That is, the concrete pack 300 ′ may be separately manufactured regardless of the concrete pack insertion device 400.

4. Concrete pillar formation step for binding

FIG. 6 is a conceptual diagram showing a process of forming a concrete column for binding by inserting a concrete pack into a column groove in the vertical direction using the concrete pack insertion device of FIG. 3, and FIG. 7 is a concrete block completed through the method of FIG. 6 It is a cross-sectional view of the structure.

The step of forming the concrete pillar for binding, the concrete pack (300 ') is inserted into the vertical groove (210) of the concrete block laminate 200, and then the concrete (320) is hardened to correspond to the vertical groove (210). This is a step of forming a concrete pillar 300 for binding.

The concrete pack inserting device 400 accommodating the concrete pack 300 ′ is moved over the vertical grooves 210 of the concrete block stack 200 as shown in FIG. 6 (a). At this time, the opening / closing part 420 of the concrete pack insertion device 400 is closed, and the concrete pack 300 'maintains a form that can be inserted into the column groove 210 in the vertical direction by the tube body 410.

The tube 410 of the concrete pack inserting device 400 is inserted into the vertical grooves 210 as shown in FIG. 6 (b). When the tube body 410 is inserted into the column groove 210 in the vertical direction, the locking jaw portion 440 provided on the outer circumferential surface of the tube body 410 is seated on the upper surface of the concrete block 100 located at the top of the concrete block stack 200. The insertion depth of the tube body 410 is restricted while being stuck. Due to this, the lower end portion of the tube body 410 is spaced apart from the floor by a certain distance, and the hopper portion 430 is positioned higher than the water surface. Thereafter, the opening / closing portion 420 is opened by operating the opening / closing wire 450.

When the opening / closing part 420 is opened as shown in FIG. 6 (b), the concrete pack 300 'accommodated in the inside of the tube body 410 moves downward as shown in FIG. 6 (c) and moves up and down. The pillar groove 210 is filled.

Subsequently, as shown in FIG. 6 (d), when the concrete pack inserting device 400 is pulled upward, and the concrete pack inserting device 400 is detached from the column groove 210 in the vertical direction, the concrete pack 300 'is up and down. It is deformed in the form of a direction column groove 210 and fills the column groove 210 in the vertical direction without gaps.

The concrete 320 of the concrete pack 300 'is cured to a shape corresponding to the vertical groove 210, thereby forming a corrugated concrete pillar 300 as shown in FIG. 6 (e). . The concrete block structure completed through the above process can be confirmed in FIG. 7.

If the amount of concrete 320 is precisely measured, the upper end portion of the formed concrete pillar 300 for binding is not projected upward. However, when the amount of the concrete 320 is exceeded, the upper end of the concrete pillar 300 for binding may be protruded upward. The protruding upper portion can be left or removed as needed.

Since the concrete pack 300 'inserted into the vertical groove 210 is sealed, it is cured without contact with water. Therefore, the completed concrete pillar 300 for binding has the same construction quality as that constructed on the ground.

The corrugated concrete pillar 300 formed in the corrugated pipe-shaped column groove 210 is bound to each concrete block 100 in the horizontal direction as well as in the vertical direction so as to be firmly bound.

The concrete block structure constructed by the construction method of the concrete block structure according to the present embodiment has an excellent construction quality and is very structurally stable as it was constructed on the ground, and thus is suitable as a docking facility such as a sofa structure or a port on the coast.

Although the concrete block structure is described as an example in this embodiment, it should not be constructed only underwater, but the same construction method may be applied on the ground, and the concrete block structure that is only partially submerged in the same way Can be constructed.

Even when constructing a concrete block structure on the ground, using the concrete block structure construction method of the present invention to form a concrete pillar 300 for binding using a concrete pack 300 'has the effect of greatly improving construction convenience. have.

Next, a concrete block structure constructed using a concrete block according to another embodiment of the present invention will be described.

8 is a cross-sectional view of a concrete block structure constructed using a concrete block according to a second embodiment of the present invention.

The concrete block 100 'according to the second embodiment is the most common type of concrete block in which a cylindrical through-hole 110' is formed.

As shown in the drawing, the concrete block 100 'according to the second embodiment may also be disposed to be stacked to be constructed as a concrete block stack 200', and a concrete pack on the constructed concrete block stack 200 ' A concrete pillar 300 for binding may be formed using (300 ').

As described above, the method for constructing a concrete block structure according to the present invention can be applied to all types of concrete blocks regardless of the shape of the concrete blocks 100 and 100 ', in particular, the through-holes 110 and 110'.

The above description of the present invention is for illustration only, and those skilled in the art to which the present invention pertains may understand that the present invention can be easily modified to other specific forms without changing the technical spirit or essential features of the present invention. .

Therefore, it should be understood that the above-described embodiments are illustrative in all respects and not restrictive. For example, each component described as a single type may be implemented in a distributed manner, and similarly, components described as distributed may be implemented in a combined form.

The scope of the present invention is indicated by the following claims rather than the above detailed description, and it should be interpreted that all changes or modified forms derived from the meaning and scope of the claims and equivalent concepts thereof are included in the scope of the present invention. do.

100, 100 ': Concrete block
110, 110 ': vertical through hole 120: corrugated pipe
200, 200 ': Concrete block laminate
210: vertical groove
300: Concrete pillar for binding 300 ': Concrete pack
310: Reinforcement part 320: Concrete
330: waterproof membrane
400: concrete pack insertion device 410: tube body
420: opening and closing portion 421: hinge
430: hopper portion 440: locking jaw
450: opening and closing wire 460: wire protection tube

Claims (7)

Concrete block manufacturing step of manufacturing a plurality of concrete blocks are formed in the vertical direction through-hole in the vertical direction;
The plurality of concrete blocks are arranged to be stacked in the vertical direction, so that the vertical through-holes of any one concrete block are connected to the vertical vertical through-holes of other concrete blocks stacked adjacent in the vertical direction so that the plurality of vertical through-holes are vertical. A concrete block laminate construction step of constructing a concrete block laminate forming a column groove in water;
A hollow tube type tube body extending in the vertical direction, an opening / closing part provided to be opened and closed at a lower end of the tube body, and a funnel-shaped hopper part provided at an upper end of the tube body and spaced downwardly from the hopper part and outwardly arranged on an outer circumferential surface of the tube Prepared to be protruded, the concrete block inserting device is prepared by including a locking jaw for limiting the insertion depth of the tube by hanging on the upper surface of the concrete block, and waterproofing in the form of a pocket with an upper end open inside the tube of the concrete pack inserting device A concrete pack preparation step of inserting a membrane in a state in which the lower and side portions of the reinforcing bar are wrapped, injecting concrete into the open upper part of the waterproof membrane and preparing a sealed concrete pack;
Insert the tube into the vertical groove of the concrete block stacked body while receiving the concrete pack inside the tube of the concrete pack inserting device, and open the opening and closing part of the concrete pack inserting device to open the tube. A step of forming a concrete column for bundling by inserting the concrete pack into the columnar groove by separating from the columnar groove in the vertical direction, and curing the concrete to form a concrete column for binding in the form corresponding to the columnar groove;
It is made, including
When the tube of the concrete pack inserting device is inserted into the column groove in the vertical direction of the concrete block stacked body in the step of forming the concrete column for binding, the locking jaw is seated on the upper surface of the concrete block located on the top of the concrete block stacked body. A method of constructing a concrete block structure using a concrete pack inserting device, wherein the hopper portion is positioned higher than the water surface.
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