KR101355805B1 - Structure of concrete blocks and construction method therof - Google Patents

Abstract

The present invention relates to a concrete block structure and a construction method for the same to resolve the problems of a conventional technology by structurally integrating the upper and lower blocks of a concrete block structure and applying sufficient structural stability to the concrete block structure against waves caused by a large typhoon.

Description

Concrete block structure construction method and concrete block structure {STRUCTURE OF CONCRETE BLOCKS AND CONSTRUCTION METHOD THEROF}

The present invention relates to a method for constructing a structure by concrete blocks and a concrete block structure constructed thereby, in particular can be used as a sofa structure installed between the inland sea and the outer sea at the coast, or as an eyepiece facility for a harbor or the like. Concrete block structure.

In general, structures constructed underwater should be able to meet the purpose of the berth, etc., without being affected by displacements in the water.

A widely known construction technique for the construction of underwater structures is the large caisson method. The large caisson method has the advantages of being able to withstand large blue waves, but it requires a lot of construction costs and many other constraints such as the impossibility of construction on soft ground.

In order to solve the problems of the large caisson method, a method of forming a structure by stacking small concrete blocks in multiple stages according to the water depth is known.

Since it is difficult to pour concrete in the water when constructing such an underwater structure, concrete blocks are usually manufactured on land and installed in the water. Thus, concrete blocks manufactured on land and installed in water are generally called underwater blocks. do.

Such an underwater block has a merit that the construction cost is lowered and can be applied to various field conditions because it handles a relatively small concrete block compared to the caisson method.

On the other hand, when the construction of the underwater block, the upper block and the lower block is not connected to each other, there is a problem that the structure can be easily damaged blue.

In order to solve such a problem, male and female block keys are provided at the upper and lower portions of the block so as to bind to each other. However, the block keys are simply formed so as to protrude from the upper surface of the lower underwater block and recessed from the lower surface of the upper underwater block.

Therefore, when a large wave occurs, such as a typhoon, the upper block is easily separated from the lower block, the stability of the structure is very weak.

On the other hand, as a conventional technology for the present invention, the Republic of Korea Patent No. 10-0584665 "stepped breakwater to be installed in deep seas" (Under May 23, 2006), Republic of Korea Patent Publication No. 10-2007-0075118 "Bulk joint type block and structure using the same" (published on July 18, 2007) and the like has been proposed, and is registered in the Republic of Korea as an underwater structure that is used as an eyepiece facility 10-1012193 "Coastal Sofa Block" (registered on January 25, 2011) has been proposed.

Republic of Korea Patent No. 10-0584665 "Stairwell breakwater construction in deep sea" (registered May 23, 2006) Republic of Korea Patent Publication No. 10-2007-0075118 "Both joint block and structure using the same" (published on July 18, 2007) Republic of Korea Patent No. 10-1012193 "Coast Sofa Block" (registered on January 25, 2011)

The present invention has been made to solve the problems of the prior art as described above, the upper block and the lower block to have a structural integrity, concrete block structure that can have sufficient structural stability in the blue due to a large typhoon, etc. The construction method and its concrete block structure are proposed.

The first idea of the present invention for solving the above problems is provided with a pair of base concrete blocks which are formed in the vertical direction and formed with a first vertical column groove having at least an open upper surface, spaced apart from each other, respectively Concrete block for the base is installed on the base concrete block is provided with a base fixing ring on the side facing each other; A first binding wire rope connecting step of connecting ends of the first binding wire rope to the base fixing rings of the pair of base concrete blocks, respectively; The upper concrete block is formed in the upper and lower direction, the upper and lower concrete grooves having a second upper and lower column grooves are opened in both the upper and lower surfaces are installed in each of the upper portion of the pair of base concrete blocks, the second vertical column grooves 1, the upper concrete block installation step is located on the extension line of the column groove, the upper concrete block for each upper concrete block is provided on the surface facing each other; A second binding wire rope connecting step of connecting the ends of the second binding wire rope to the upper fixing rings of the pair of upper concrete blocks, respectively; Filling the inner sandstone between the pair of base concrete blocks spaced apart from each other to fill the inner sandstone so that the first binding wire rope and the second binding wire rope are embedded in the inner sandstone; Up and down reinforcing bars formed in the up and down direction to insert the upper and lower reinforcing bar portion from the upper portion of the second up and down pillar groove to the inside of the second up and down pillar groove and the first up and down pillar groove Subinsertion step; Placing concrete on top of the second vertical column groove into which the vertical reinforcing bar portion is inserted to form concrete columns for vertical binding formed continuously along the first vertical column groove and the second vertical column groove Forming concrete column for vertical binding; And a control unit.

The second thought of the present invention is provided with a base concrete block formed in a vertical direction, at least a first top and bottom pillar grooves having an open upper surface, wherein a base fixing ring is provided on one side of the base concrete block. Foundation concrete block installation step; A first fixed anchor installation step spaced apart from the base concrete block but positioned in a direction in which the base fixing ring is provided, and installing a first fixed anchor provided with a first anchor fixing ring; A first binding wire rope connecting step of connecting an end of the first binding wire rope to the base fixing ring of the base concrete block and the first anchor fixing ring of the first fixing anchor; The upper concrete block is formed in the upper and lower direction, the upper and lower concrete grooves having a second upper and lower column grooves are opened in both the upper and lower surfaces are installed in each of the upper portion of the pair of base concrete blocks, the second vertical column grooves Located in the extension line of the vertical column 1 groove, the upper concrete block installation step is provided with an upper fixing ring on one side of the upper concrete block; A second fixed anchor installation step of installing a second fixed anchor provided with a fixing ring for a second anchor spaced apart from the upper concrete block; A second binding wire rope connecting step connecting an end of a second binding wire rope to an upper fixing ring of the upper concrete block and a fixing ring for a second anchor of the second fixing anchor; Filling an internal dead stone on one side of the base concrete block provided with the base fixing ring, the first fixed anchor, the second fixed anchor, the first binding wire rope, the second binding wire Interior sandstone filling step allowing the rope to be embedded; Up and down reinforcing bars formed in the up and down direction to insert the upper and lower reinforcing bar portion from the upper portion of the second up and down pillar groove to the inside of the second up and down pillar groove and the first up and down pillar groove Subinsertion step; Placing concrete on top of the second vertical column groove into which the vertical reinforcing bar portion is inserted to form concrete columns for vertical binding formed continuously along the first vertical column groove and the second vertical column groove Forming concrete column for vertical binding; And a control unit.

The third aspect of the present invention, the base concrete block installation step of installing the base concrete block is formed in the vertical direction, the first upper and lower pillar grooves are formed at least the upper surface is open: formed in the vertical direction, both the upper and lower surfaces An upper concrete block having an open second vertical column groove formed thereon is installed on an upper portion of the base concrete block, and the upper concrete for placing the second vertical column groove on an extension line of the first vertical column groove. Block installation step; Up and down reinforcing bars formed in the up and down direction to insert the upper and lower reinforcing bar portion from the upper portion of the second up and down pillar groove to the inside of the second up and down pillar groove and the first up and down pillar groove Subinsertion step; Placing concrete on top of the second vertical column groove into which the vertical reinforcing bar portion is inserted to form concrete columns for vertical binding formed continuously along the first vertical column groove and the second vertical column groove Forming concrete column for vertical binding; And a control unit.

In the above, the up-and-down rebar portion insertion step, it may be to insert after wrapping the lower and side portions of the up and down rebar portion with a protective film.

In the above, before the step of inserting the up and down reinforcing portion, the waterproof portion installation step of installing a waterproof portion for waterproofing the inside of the second vertical column groove and the inside of the first vertical column groove; May be added.

In the above, at least one or more intermediate concrete blocks are installed between the base concrete block and the upper concrete block, the intermediate concrete block is formed in the vertical direction in the vertical upper and lower columns both open upper and lower surfaces An intermediate concrete block installation step of forming a groove, and placing the intermediate vertical column groove on an extension line between the first vertical column groove and the second vertical column groove; As shown in FIG.

In the above, in the step of forming the concrete column for binding up and down, the upper and lower reinforcing bar portion protrudes to the upper portion of the vertical binding concrete column; After the forming step of the vertical binding concrete pillar, the horizontal reinforcing bar is formed in a horizontal direction on the upper and lower reinforcing bar portion, wherein the horizontal reinforcing bar and at least two or more up and down reinforcing bars are spaced apart from each other Installation of horizontal reinforcing bars to be connected; A step concrete part forming step of installing a formwork so that the horizontal reinforcing part is provided inside, and placing the concrete part by placing concrete; As shown in FIG.

In a fourth aspect of the present invention, there is provided a concrete block structure installed by the above method.

According to a fifth aspect of the present invention, there is provided a base concrete block having at least a first vertical column groove having an open upper surface in a vertical direction; An upper concrete block installed at an upper portion of the base concrete block, wherein a second vertical column groove having upper and lower surfaces opened in a vertical direction; Up and down reinforcing bars located inside the second vertical column groove and the first vertical column groove; Concrete binding is formed in the first vertical column groove and the second vertical column groove in which the vertical reinforcing bar portion is inserted, and the vertical binding is formed continuously along the first vertical column groove and the second vertical column groove. Concrete column; Provided is a concrete block structure comprising a.

In the above, the up and down binding concrete column portion may be distinguished from the base concrete block and the upper concrete block by a protective film.

As described above, the present invention has a structural integrity of the upper block and the lower block, thereby providing a method of constructing a concrete block structure that can have sufficient structural stability even in the blue due to a large typhoon, etc. and a concrete block structure thereof. .

1 to 9 are views showing a first embodiment according to the construction sequence according to the present invention;
10 is a conceptual cross-sectional view of a concrete block structure constructed in accordance with a second embodiment of the present invention;
Figure 11 is a perspective view of the installation of the concrete block for showing the installation process of the present invention in detail.

DETAILED DESCRIPTION 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 may easily implement the present invention. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. In order to clearly illustrate the present invention in the drawings, portions not related to the description are omitted, and like reference numerals are given to similar portions throughout the specification.

Throughout the specification, when an element is referred to as "comprising ", it means that it can include other elements as well, without excluding other elements unless specifically stated otherwise.

First, a first embodiment according to the present invention will be described.

1 to 7, 7 is a conceptual cross-sectional view showing a first embodiment according to the present invention in the order of construction, Figure 8 is a plan view of FIG.

The first embodiment relates to an underwater concrete block structure installed between the inner sea and the outer sea.

(1) Installation step of base concrete block and connection step of first binding wire rope

As shown in FIG. 1, the base concrete block 110 is installed on the foundation sandstone 10.

The ground concrete block 110 is manufactured on land, and the ground concrete block 110 has a first vertical column groove 111 formed therein.

The first vertical column groove 111 is formed in the vertical direction, the upper surface is open form.

In addition, when the base concrete block 110 is manufactured, a base fixing ring 112 is provided in a predetermined concrete block 110 in advance, and if the base concrete block 110 is installed on the foundation stone 10, the base is fixed. The ring 112 is laterally oriented.

In addition, the base concrete block 110 is installed on the foundation stone 10 to be spaced apart from each other to achieve a two rows.

In addition, the base fixing ring 112 of the pair of base concrete blocks 110 is in a state facing each other.

As such, the first concrete wire rope 210 is installed after the base concrete block 110 is installed.

The first binding wire rope 210 has one end connected to the base fixing ring 112 of one base concrete block 110 and the other end of the base fixing ring of the other base concrete block 110 ( 112).

In addition, both ends of the first binding wire rope 210 are connected to the base fixing ring 112 in a state protected by the first protective tube 211.

The first protective tube 211 is a metal steel pipe, and protects the first binding wire rope 210 when filling the internal dead stone 190.

On the other hand, before the installation of the first binding wire rope 210 to fill a part of the internal dead stone (190). The interior stone 190 will be described later.

(2) Installation step of intermediate concrete block and Installation step of upper concrete block

After the state of Figure 1 installs the intermediate concrete block 130 on the upper portion of the base concrete block 110, and installs the concrete block 120 for the upper after installing the intermediate concrete block 130.

In the upper concrete block 120, the second vertical column groove 121 is formed in the vertical direction, and the second vertical column groove 121 is open in both the upper and lower surfaces.

In addition, the intermediate concrete block 130 is formed in the vertical direction of the vertical column groove 131 in the vertical direction, the upper and lower column groove 131 for the intermediate is both open and the upper surface.

In addition, the second vertical column groove 121 and the vertical column groove 131 for the middle is located on the extension line of the first vertical column groove 111.

In addition, the upper concrete block 120 is provided with an upper fixing ring 122, the intermediate concrete block 130 is provided with an intermediate fixing ring 132, these are the same shape as the base fixing ring 112 Is placed.

In addition, after installing the intermediate concrete block 130, the third binding wire rope 230 is connected to the intermediate fixing ring 132, and after installing the upper concrete block 120, the second binding wire rope Connect the 220 to the intermediate fixing ring (122).

Similarly to the first binding wire rope 210, the third binding wire rope 230 and the second binding wire rope 220 are protected by the third protective pipe 231 and the second protective pipe 221. do.

On the other hand, before the installation of the third binding wire rope 230, filling the internal dead stone 190 to just below the third binding wire rope 230, and again after installing the third binding wire rope 230 Filling the grit 190 to the bottom of the second binding wire rope 230.

(3) interior stone filling step

When the state of FIG. 2 is completed, the interior of the interior stone 190 is completely filled as shown in FIG. 3 between the pair of base concrete blocks 110 spaced apart from each other, thereby allowing the first binding to the interior stone 190. The wire rope 210, the third binding wire rope 230, the second binding wire rope 220, and the like are embedded.

Of course, the step of filling the internal sandstone 190 may be partially performed as described above, but may also be filled at a time after installing up to the second binding wire rope 220.

That is, in this embodiment, the first binding wire rope 210 fills to the lower part of its height before installation, and the third binding wire rope 230 fills to the lower part of its height before installation, and also the second binding wire. Although the rope 220 is filled up to the bottom of its height before installation, and then filled up to the top after the installation of the second binding wire rope 220, it is described as being intermittently, but this is only one example.

In addition, the step of filling the internal sandstone 190 may be performed after the up-and-down rebar insertion step described later.

As described above, the internal sandstone 190 may be performed at any time if there is no problem in a subsequent process.

On the other hand, the structure of the internal sandstone 190, a pair of base concrete block 110, the upper concrete block 120 and the intermediate concrete block 130 at the top thereof is similar to a large caisson structure and its structural stability Can be very high.

(4) Inserting up and down rebar

After the state of FIG. 3 is completed, the up-down rebar portion 140 is inserted through the second up-down pillar groove 121 as shown in FIG. 4.

The up and down rebar portion 140 is formed in the vertical direction and can form a cylindrical shape by the assembly of the reinforcing bar, it is inserted into the lower portion from the top of the second vertical column groove 121.

When the vertical rebar portion 140 is inserted in this way, the vertical rebar portion 140 as illustrated in FIG. 5 includes the second vertical column groove 121, the vertical column groove 131 for the middle, and the first vertical column. It is located inside the groove 111.

In this way, the concrete is poured after the up and down rebar portion 140 is inserted. In this case, the seawater remains in the first up and down pillar groove 111 in the state where the up and down rebar portion 140 is inserted. By the up and down reinforcement portion 140 is to be corroded.

Therefore, before inserting the up and down reinforcing portion 140, to waterproof the inside of the first up and down pillar groove 111, the middle up and down pillar groove 131, the second up and down pillar groove 121 from the outside It is possible to install a waterproofing part. Of course, at this time, the seawater inside the first vertical column groove 111, the intermediate vertical column groove 131, the second vertical column groove 121 should be removed. However, installation of such a waterproof part may be very difficult because it is underwater.

In order to solve this problem, in the present embodiment, when inserting the up and down rebar portion 140, the up and down rebar portion 140 is wrapped with the protective film 141 to be inserted.

That is, the up and down rebar portion 140 and the protective film 141 are inserted into the first up and down pillar groove 111, the middle up and down pillar groove 131, and the second up and down pillar groove 121.

The protective film 141 should cover at least the lower and side portions of the up and down rebar portion 140, and the upper portion of the protective film 141 is preferably opened for concrete casting to be described later.

When the up and down rebar 140 has a cylindrical shape, the protective film 141 also has a cylindrical shape.

The passivation layer 141 may use a zoltaporin cloth, which is mainly used for a film structure shade film, and the tensile strength of the zoltaporin cloth is relatively high, so that the concrete can withstand the weight of the concrete when it is poured, and the up and down rebar portion 140 It also mitigates the impact of installation.

Thus, since the up and down rebar portion 140 is inserted with the protective film 141, the up and down rebar portion 140 is completely blocked from the risk of contact with seawater or salt components.

(5) forming the concrete pillars for vertical binding

After the state of FIG. 5, as shown in FIG. 6, the concrete is poured into the upper portion of the second vertical column groove 121 into which the vertical rebar portions 140 are inserted, and thus the first vertical column groove 111 is used for the middle. Up and down pillar groove 131, the second up and down pillar groove 121 is formed to form a concrete pillar 150 for up and down binding in succession.

The concrete block for the bottom 110, the intermediate concrete block 130, the concrete block 130 for the upper, the upper concrete block 120 is formed by binding with each other by a very strong force formed by the vertical binding concrete column 150 formed in this way is very structural stability It is high, and this structure is not easy to be damaged even by blue waves by a large typhoon.

On the other hand, the upper portion of the second vertical column groove 121 has a funnel shape, which makes it easy to pour concrete, and the haunch reinforcement described below before placing concrete in the second vertical column groove 121. This is because if the 161 is connected to the up and down rebar 140 in advance, the stability of the upper concrete portion 170 can be further increased.

In addition, the concrete to be poured using a vibrator, etc., as well as the inside of the up and down reinforcing portion 140, as well as to be put into the bottom of the first vertical column groove 111 should be careful of the installation work.

(6) Installation step of horizontal rebar

When the state of FIG. 6 is completed, the horizontal rebar portion 160 is installed as shown in FIG. 7.

The horizontal rebar portion 160 is formed in the horizontal direction and is connected to the plurality of vertical rebar portions 140.

FIG. 8 is a plan view of FIG. 7, and it can be seen that both the vertical rebar portions 140 arranged in the same row and the vertical rebar portions 140 arranged in the other rows are connected to the horizontal rebar portions 160. .

In order to connect the horizontal rebar portion 160 and the vertical rebar portion 140 as described above, the upper portion of the up and down reinforcing portion 140 in the state of FIG. Protrudes.

In addition, the haunch reinforcement portion 161 is additionally provided for firm coupling of the horizontal reinforcement portion 160 and the vertical reinforcement portion 140, the haunch reinforcement portion 161 is a concrete column for vertical binding ( It is preferably installed before the formation of 150).

(7) the step of forming concrete concrete

After the state of Figure 7, after installing the formwork so that the horizontal reinforcement portion 160 is provided therein, by placing concrete to form the upper concrete portion 170 as shown in Figure 9, the concrete block structure of the present embodiment is completed do.

Since the formation of the upper concrete portion 170 is a general operation, a detailed description thereof will be omitted.

Hereinafter, a second embodiment according to the present invention will be described with reference to FIG.

This embodiment relates to a concrete block structure when one side is in contact with sea water.

Hereinafter, only portions different from those of the first embodiment will be described, and portions not described above will be replaced with descriptions of the first embodiment.

(1) The base concrete block 110 is installed on the foundation sandstone 10.

The base fixing ring 112 is provided on one side of the base concrete block 110, and the base concrete block 110 has a first vertical column groove 111 formed in an up and down direction and having an open upper surface. Formed.

(2) Install the first fixed anchor 310 after filling part of the internal sandstone 190 on the opposite side of the sea. The first fixed anchor 310 is positioned to be spaced apart from the base concrete block 110, and the first fixed anchor 310 is provided with a fixed ring for the first fixed anchor (311).

(3) connecting both ends of the first binding wire rope 210 to the first fixing anchor legs 311 and the base fixing ring 112, the first binding wire rope 210 is a first protective tube It is located inside the 211 and is protected.

(4) Like the method of (1), (2), (3) described above, install the concrete block 130 for the intermediate, partially fill the internal stone 190, and install the third fixed anchor 330 , While installing the third binding wire rope 230 to increase the installation number of the concrete block.

(5) Repeat the process of (4) to finally install the upper concrete block 120, partially fill the internal sandstone 190, install a second fixed anchor 320, the second binding wire rope After the 220 is installed, the interior of the dead stone 190 is completely filled.

(6) The up and down reinforcing reinforcing portion 140 formed in the up and down direction is introduced into the second up and down pillar groove 121 together with the protective film 141, and then the concrete is poured into the concrete pillar portion 150 for up and down binding Form.

(7) After the horizontal reinforcing bar 160 is connected to the upper and lower reinforcing bars 140, the concrete is poured to form the upper concrete section 170.

FIG. 11 shows that in the first and second embodiments, the upper concrete block 120 (or the intermediate concrete block 130) is not installed at the same position as the base concrete block 110, but the upper concrete block ( 120 (or intermediate concrete block 130) is a perspective view for explaining the arrangement on the upper surface of the two base concrete block (110).

The upper concrete block 120 is formed with two second vertical column grooves 121, and the ground concrete block 110 is formed with two first vertical downward grooves 111, the upper concrete One of the second vertical column grooves 121 of the block 120 is connected to the first vertical column grooves 111 of any one of the base concrete block 110, the upper of the concrete block 120 Another second vertical column groove 121 is the first vertical direction of the base concrete block 110 is installed adjacent to the base concrete block 110 is connected to any one of the second vertical column groove 121 It is connected to the pillar groove 111.

By this structure, the concrete block structure is further integrated to increase the structural stability.

The foregoing description of the present invention is intended for illustration, and it will be understood by those skilled in the art that the present invention may be easily modified in other specific forms without changing the technical spirit or essential features of the present invention. will be. It is therefore to be understood that the embodiments described above are intended to be illustrative, but not limiting, in all respects. For example, each component described as a single entity may be distributed and implemented, and components described as being distributed may also be implemented in a combined form.

The scope of the present invention is defined by the appended claims rather than the detailed description and all changes or modifications derived from the meaning and scope of the claims and their equivalents are to be construed as being included within the scope of the present invention do.

10: foundation stone
110: ground concrete block 111: first vertical column groove
112: base fixing ring
120: concrete block for the upper 121: the second vertical column groove
122: upper fixing ring
130: concrete block for the intermediate 131: vertical column groove for the intermediate
132: fixed ring for the intermediate
140: up and down rebar portion 141: protective film
150: concrete column for binding up and down
160: horizontal rebar portion 161: haunch rebar portion
170: upper concrete part
190: interior stone
210: first binding wire rope 211: first protective tube
220: second binding wire rope 221: second protective tube
230: third binding wire rope 231: third protective tube
310: first fixed anchor 311: first fixed anchor fixing ring
320: second fixed anchor 321: fixed ring for the second fixed anchor
330: third fixed anchor 331: fixed ring for the third fixed anchor

Claims (10)

A pair of base concrete blocks formed in a vertical direction with at least a first vertical column groove having an open upper surface are spaced apart from each other, and each base concrete block is provided with a base fixing ring on a surface facing each other. Base concrete block installation step;
A first binding wire rope connecting step of connecting ends of the first binding wire rope to the base fixing rings of the pair of base concrete blocks, respectively;
The upper concrete block is formed in the upper and lower direction, the upper and lower concrete grooves having a second upper and lower column grooves are opened in both the upper and lower surfaces are installed in each of the upper portion of the pair of base concrete blocks, the second vertical column grooves 1, the upper concrete block installation step is located on the extension line of the column groove, the upper concrete block for each upper concrete block is provided on the surface facing each other;
A second binding wire rope connecting step of connecting the ends of the second binding wire rope to the upper fixing rings of the pair of upper concrete blocks, respectively;
Filling the inner sandstone between the pair of base concrete blocks spaced apart from each other to fill the inner sandstone so that the first binding wire rope and the second binding wire rope are embedded in the inner sandstone;
Up and down reinforcing bars formed in the up and down direction to insert the upper and lower reinforcing bar portion from the upper portion of the second up and down pillar groove to the inside of the second up and down pillar groove and the first up and down pillar groove Subinsertion step;
Placing concrete on top of the second vertical column groove into which the vertical reinforcing bar portion is inserted to form concrete columns for vertical binding formed continuously along the first vertical column groove and the second vertical column groove Forming concrete column for vertical binding;
Concrete block structure construction method characterized in that it comprises a.
A base concrete block installation step of installing a base concrete block formed in a vertical direction and having at least a first top and bottom column groove having an open top surface, wherein a base fixing ring is provided on one side of the base concrete block;
A first fixed anchor installation step spaced apart from the base concrete block but positioned in a direction in which the base fixing ring is provided, and installing a first fixed anchor provided with a first anchor fixing ring;
A first binding wire rope connecting step of connecting an end of the first binding wire rope to the base fixing ring of the base concrete block and the first anchor fixing ring of the first fixing anchor;
The upper concrete block is formed in the upper and lower direction, the upper and lower concrete grooves having a second upper and lower column grooves are opened in both the upper and lower surfaces are installed in each of the upper portion of the pair of base concrete blocks, the second vertical column grooves Located in the extension line of the vertical column 1 groove, the upper concrete block installation step is provided with an upper fixing ring on one side of the upper concrete block;
A second fixed anchor installation step of installing a second fixed anchor provided with a fixing ring for a second anchor spaced apart from the upper concrete block;
A second binding wire rope connecting step connecting an end of a second binding wire rope to an upper fixing ring of the upper concrete block and a fixing ring for a second anchor of the second fixing anchor;
Filling an internal dead stone on one side of the base concrete block provided with the base fixing ring, the first fixed anchor, the second fixed anchor, the first binding wire rope, the second binding wire Interior sandstone filling step allowing the rope to be embedded;
Up and down reinforcing bars formed in the up and down direction to insert the upper and lower reinforcing bar portion from the upper portion of the second up and down pillar groove to the inside of the second up and down pillar groove and the first up and down pillar groove Subinsertion step;
Placing concrete on top of the second vertical column groove into which the vertical reinforcing bar portion is inserted to form concrete columns for vertical binding formed continuously along the first vertical column groove and the second vertical column groove Forming concrete column for vertical binding;
Concrete block structure construction method characterized in that it comprises a.
Foundation concrete block installation step of installing the base concrete block is formed in the vertical direction, at least the first upper and lower pillar grooves with an open upper surface:
The upper concrete block is formed in the upper and lower direction, and the upper and lower concrete grooves having a second upper and lower column grooves with both the upper and lower surfaces are installed in the upper portion of the base concrete block, the second vertical column grooves in the first vertical column A concrete block installation step for placing on the extension line of the groove;
Up and down reinforcing bars formed in the up and down direction to insert the upper and lower reinforcing bar portion from the upper portion of the second up and down pillar groove to the inside of the second up and down pillar groove and the first up and down pillar groove Subinsertion step;
Placing concrete on top of the second vertical column groove into which the vertical reinforcing bar portion is inserted to form concrete columns for vertical binding formed continuously along the first vertical column groove and the second vertical column groove Forming concrete column for vertical binding;
Concrete block structure construction method characterized in that it comprises a.
4. The method according to any one of claims 1 to 3,
The up-and-down reinforcing part inserting step, concrete block structure construction method characterized in that the insert after wrapping the lower and side portions of the up and down reinforcing reinforcement portion with a protective film.
4. The method according to any one of claims 1 to 3,
Before the step of inserting the up and down reinforcement portion, the waterproof portion installation step of installing a waterproof portion for waterproofing the inside of the second vertical column groove and the inside of the first vertical column groove; Concrete block structure construction method characterized in that the addition.
4. The method according to any one of claims 1 to 3,
At least one intermediate concrete block is installed between the base concrete block and the upper concrete block, and the intermediate concrete block is formed in the vertical direction in the middle and the upper and lower column grooves in which both the upper and lower surfaces are formed. And installing an intermediate concrete block for placing the intermediate vertical column groove on an extension line between the first vertical column pillar and the second vertical column groove;
Concrete block structure construction method comprising a.
4. The method according to any one of claims 1 to 3,
The upper portion of the up and down reinforcing reinforcing bar portion projecting to the upper portion of the up and down binding concrete column in the forming step of the vertical binding concrete pillar;
After the forming step of the vertical binding concrete pillar, the horizontal reinforcing bar is formed in a horizontal direction on the upper and lower reinforcing bar portion, wherein the horizontal reinforcing bar and at least two or more up and down reinforcing bars are spaced apart from each other Installation of horizontal reinforcing bars to be connected;
A step concrete part forming step of installing a formwork so that the horizontal reinforcing part is provided inside, and placing the concrete part by placing concrete;
Concrete block structure construction method comprising a.
A concrete block structure installed by any one of claims 1 to 3.
A base concrete block having at least a first vertical column groove having an open upper surface in a vertical direction;
An upper concrete block installed at an upper portion of the base concrete block, wherein a second vertical column groove having upper and lower surfaces opened in a vertical direction;
Up and down reinforcing bars located inside the second vertical column groove and the first vertical column groove;
Concrete binding is formed in the first vertical column groove and the second vertical column groove in which the vertical reinforcing bar portion is inserted, and the vertical binding is formed continuously along the first vertical column groove and the second vertical column groove. Concrete column;
Concrete block structure, characterized in that comprises a.
The method of claim 9,
The concrete column for binding up and down the concrete block structure, characterized in that distinguished from the base concrete block and the upper concrete block by a protective film.

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