WO2019190059A1

WO2019190059A1 - Integrated support structure using red clay and ferroconcrete having earthquake-resistant structure for masonry buildings, red clay korean houses, and traditional buildings, and construction method therefor

Info

Publication number: WO2019190059A1
Application number: PCT/KR2019/002126
Authority: WO
Inventors: 정은기; 김우석
Original assignee: 금오공과대학교 산학협력단; 정은기
Priority date: 2018-03-29
Filing date: 2019-02-21
Publication date: 2019-10-03
Also published as: KR20190114244A; KR102113238B1

Abstract

The present invention relates to an integrated support structure using red clay and ferroconcrete, and a construction method therefor, and, more specifically, to an integrated support structure using red clay and ferroconcrete formed by stacking hollow red clay blocks around a support and pouring a concrete composition, and a construction method therefor. The integrated support structure using red clay and ferroconcrete according to the present invention comprises: a support formed perpendicularly to the ground; and red clay blocks each having a ring shape or a C-shape and having one or more recess portions formed on the inner circumferential surface thereof in the inward direction, wherein the red clay blocks are stacked around the support and a concrete composition is poured in hollow portions of the red clay blocks.

Description

Loess and reinforced concrete integrated support structures with seismic structures for masonry, ocher hanok and traditional buildings, and construction methods

The present invention relates to a loess and reinforced concrete integrated support structure having a seismic structure for masonry, ocher hanok and traditional buildings, and a construction method thereof, and more specifically, after stacking hollow ocher blocks around a support, concrete It relates to an integrated support structure of loess and reinforced concrete formed by pouring into a composition and a construction method thereof.

Most buildings are indiscriminately used synthetic building materials, cement and concrete, which are harmful to humans, for reasons of durability, workability and cost reduction.

Cement and concrete 65% of the main raw material is limestone in the process of calcining the cement and concrete at a high temperature (825 ℃ ~ 1450 ℃), trivalent chromium is transformed into hexavalent chromium to absorb toxic substances and harmful gases with high absorption rate to the human body. Make. In addition, cement is known to be strongly alkaline, causing skin and eye diseases.

Recently, with increasing interest in living standards and health, the importance of air quality in indoor spaces is emerging as a theme of new environmental issues at home and abroad, and the interest in Korean traditional loess houses and buildings made of eco-friendly materials is gradually increasing. It is rising.

Ocher is made of weathered granite and gneiss, and has been used as a traditional house and environmentally friendly material because it has excellent humidity control, far-infrared emission, heat storage effect, deodorization, and insect repellent effect.

In this regard, Korean Patent No. 10-0978942 discloses a finishing method and a finishing structure using the ocher panel in which the edge portion of the ocher panel is coupled to the frame, and Korean Patent No. 10-1819793 discloses ocher ondol. The flooring material is adopted as the anti-interference structure, but the honeycomb structure is designed to suppress the inter-layer noise through the space part, and minimize the occurrence of the inter-layer noise by offsetting the vibration by providing the anti-phase sound wave when the regular vibration noise pollution occurs. Disclosed is an interlayer noise preventing structure and construction method having an interlayer sound insulating material of ocher material.

However, despite the benefits of the loess, it was not widely used as a modern building material due to lack of strength and small manpower construction.

In recent years, due to frequent earthquakes on the Korean peninsula, according to the construction industry law revised in 2017, the only resistance system that satisfies the transverse force resistance in the X and Y directions is the steel structure or the reinforced concrete structure.

All the soil constructions, such as Korean traditional houses, Newa house and loess house, which have been built with the 5000-year history before the construction industry law amendment, are constructed in tidal flats, so the traditional residential culture with humans will disappear into history.

Soil construction, which is a traditional house, has no structural calculation method based on structural standards, so it cannot satisfy the structural safety and seismic design mandatory law.

The present inventor not only satisfies the seismic design mandatory law as part of the research and development of traditional houses and traditional buildings using loess that satisfies the mandatory seismic design mandatory law, but also the ocher and reinforced concrete integrated support structure and its construction that can reduce the disclosure. The method was developed and led to the present invention.

An object of the present invention for solving the above problems is to provide an integrated support structure of the ocher and reinforced concrete formed by laying a hollow ocher block around the support, and then poured into a concrete composition and a construction method thereof.

Ocher and reinforced concrete integrated support structure according to an embodiment of the present invention for solving the above problems; and a support formed vertically on the ground; and having a ring shape or C shape, at least one in the direction drawn into the inner peripheral surface It includes; ocher block formed with a groove, wherein the ocher block is stacked around the support, characterized in that formed by pouring a concrete composition in the hollow portion of the ocher block.

The ocher and reinforced concrete integrated support structure according to another embodiment of the present invention for solving the above problems has a support formed vertically on the ground; and having a ring shape or C shape, at least one in the direction drawn into the inner peripheral surface A loess block formed with a groove; and one end connected to a fastening groove of the support, and the other end of the fastening member inserted into the groove, wherein the ocher block is stacked around the support, and the hollow portion of the ocher block Characterized in that the composition is formed by pouring.

In addition, the groove portion is characterized in that the area is larger as it is drawn in to increase the bonding force between the concrete composition and the ocher block.

In addition, it characterized in that the bonding layer is formed of a bonding composition between the laminated ocher blocks.

The construction method of the loess and reinforced concrete integrated support structure according to an embodiment of the present invention for solving the above problems is a support fixing step (S100) for fixing the support in the vertical direction from the ground; and the ring around the fixed support Ocher block stacking step (S200) having a shape or C shape, and laminated the ocher block formed with one or more grooves in the direction drawn into the inner circumferential surface; and placing the concrete composition in the hollow portion of the laminated ocher block (S300).

The construction method of the loess and reinforced concrete integrated support structure according to another embodiment of the present invention for solving the above problem is a support fixing step (S100) for fixing the support in the vertical direction from the ground; and the ring around the fixed support Ocher block stacking step (S200) having a shape or C-shape, laminating the ocher block formed with one or more grooves in the direction drawn into the inner circumferential surface; and one end is connected to the fastening groove of the support, the other end is introduced into the groove Fastening member fixing step (S250) for fixing the fastening member to be; and after repeating the laminating step and the fastening member fixing step, the concrete placing step (S300) for placing the concrete composition in the hollow portion of the laminated ocher block It is characterized by including.

In addition, the ocher block stacking step (S200) includes a bonding layer forming step of forming a bonding layer with a bonding composition between the stacked ocher blocks.

As described above, the ocher and reinforced concrete integrated support structure according to the present invention and the construction method thereof uses ocher, which is an environmentally friendly material, and has the effect of providing a healthy and safe living environment by satisfying the seismic design criteria.

In addition, the ocher and reinforced concrete integrated support structure and the construction method according to the present invention serves to form a hollow loess block and the ocher block stack itself, the need for a separate form installation and disassembly can reduce the disclosure It works.

1 is a top cross-sectional view of an ocher block according to an embodiment of the present invention, (A) is a ring-shaped ocher block, (B) is a C-shaped ocher block.

Figure 2 is a partial top cross-sectional view showing an embodiment of the groove portion formed in the ocher block in accordance with the present invention.

3 is a conceptual view showing a laminated guide protrusion and a coupling groove as an embodiment of an ocher block according to the present invention.

Figure 4 is a conceptual view showing a bonding layer thickness adjustment protrusion as another embodiment of the ocher block according to the present invention.

Figure 5 is a cross-sectional top view of the ocher block according to another embodiment of the present invention.

Figure 6 is a conceptual diagram showing an example of applying the loess and reinforced concrete integrated support structure according to the present invention.

7 is a conceptual view showing an example in which loess and reinforced concrete integral support structures according to the present invention are applied to beams.

8 is a conceptual view showing a method for constructing an arch-shaped ocher and reinforced concrete integrated support structure as an embodiment according to the present invention.

Figure 9 is a photo of the loess and reinforced concrete integrated support structure according to the present invention applied to a traditional house.

Specific features and advantages of the invention will now be described in detail with reference to the accompanying drawings. Prior to this, when it is determined that the detailed description of the function and its configuration related to the present invention may unnecessarily obscure the subject matter of the present invention, the detailed description will be omitted.

The present invention relates to a loess and reinforced concrete integrated support structure and a construction method thereof, and more particularly, to a loess and reinforced concrete formed by laminating a hollow ocher block around a support, and then pouring it into a concrete composition. It relates to a support structure and its construction method.

1 is an upper cross-sectional view of an ocher block according to the present invention, (A) is a ring-shaped ocher block, (B) is a C-shaped ocher block.

The ocher and reinforced concrete integrated support structure of the present invention has a support 100 and a ring shape or a C shape formed vertically on the ground, the ocher block 200 formed with one or more grooves in the direction that is introduced into the inner circumferential surface It includes, the ocher block 200 is stacked around the support 100, characterized in that formed by pouring the concrete composition 300 in the hollow portion of the ocher block.

The present invention is applicable to the ocher and reinforced concrete integrated support structure is applicable to I-shaped pillars and masonry, arched pillars, lintels, beams, and combinations thereof, and serves to support the load of building materials in forming a building space If it is a structure to be applied is not limited to this.

The support 100 is disposed at the center of the loess and reinforced concrete integral support structure to support the loess and reinforced concrete integral support structure. The support 100 may be fixed to the ground, or may be fixed to the already built ocher and reinforced concrete integrated support structure, other column structure, pulleys and beams, the shape of the support to be formed ocher and reinforced concrete integral Considering the shape of the support structure may be formed in various ways, such as I-shaped, arched shape.

The ocher block 200 has a ring shape or C shape, but is not limited so long as it may have a hollow inside. For example, it may have a D shape, a hollow square shape and a triangular shape.

The ocher block 200 is formed with one or more grooves 210 in the direction drawn into the inner circumferential surface, so as to further improve the bond with the concrete composition 300 is poured by the groove portion having the ocher block do.

At this time, the thickness of the hollow ocher block is a ratio of the outer diameter and the inner diameter of 4: 1 to 3, and the depth of the groove is to be formed to 30 to 70% of the thickness of the ocher block.

Figure 2 shows an embodiment of the groove portion formed in the ocher block according to the present invention.

The shape of the groove 210 according to the present invention may have (A) I-shape, (B) T-shape, (C) Y-shape and (D) trapezoidal shape.

More preferably, the shape of the groove portion 210 is larger (B) to (D) to increase the area or the contact area with the concrete composition as it is drawn inward to further increase the bonding force between the concrete composition and the ocher block It can be applied to have a shape of, it is possible to further prevent the concrete composition 300 and the ocher block is poured from each other by drying shrinkage and external impact.

In addition, the ocher block 200 forms a laminated guide protrusion 220a on an upper surface, and a laminated guide coupling groove 220b corresponding to the laminated guide protrusion 220a on a lower surface thereof to stack the ocher block. It is also possible to ensure that the ocher blocks are not stacked misaligned.

3 shows the laminated guide protrusion and the coupling groove as an embodiment of the ocher block according to the present invention.

More specifically, the stacking guide protrusion 220a formed on the top surface of the first ocher block when the ocher block 200 is stacked is formed on the bottom surface of the second ocher block, and the stacking guide coupling corresponding to the stacking guide protrusion is formed. It is coupled to the groove (220b) it is possible to prevent the occurrence of the shift during the stacking.

The laminated guide protrusion 220a is preferably formed in two or more in one ocher block, and the forming position of the laminated guide protrusion 220a is preferably formed in a direction corresponding to each other.

For example, when two laminated guide protrusions 220a are formed in a ring-shaped ocher block, one laminated guide protrusion 220a is formed on the left side of the ring center, and the other laminated guide protrusion 220a is formed on the left side. It may be arranged on the right side to be 180 °. As another example, when the three laminated guide protrusions 220a are formed in the ring-shaped ocher block, the angle formed by the three laminated guide protrusions 220a may be 120 ° based on the ring center.

In addition, the ocher and reinforced concrete integrated support structure of the present invention is bonded to the bonding composition between the ocher blocks are laminated in order to prevent the occurrence of misalignment during lamination, to minimize the friction between the ocher blocks, and to mitigate the impact during external impact Layer 400 may be formed.

The bonding composition may comprise a cement composition, a mortar composition and a concrete composition. Preferably, the bonding composition may be a cement composition including a loess, a mortar composition and a concrete composition, and the composition is not limited thereto.

More preferably, the bonding composition may form the bonding composition including the present inventors' hydrophobic ocher solution, a natural ocher coating solution using the same, and a natural ocher mixed agent for mortar (Korean Patent No. 10-0959512).

On the other hand, when the thickness of the bonding layer 400 between the ocher blocks is formed non-uniformly, an imbalance may occur in the stress acting on the ocher blocks stacked on the external impact, which results in the ocher and reinforced concrete integrated support structure It may be a factor to lower the durability of the.

The ocher block of the present invention may further include a bonding layer thickness control protrusion 230 for uniformly forming the formation thickness of the bonding layer.

Figure 4 shows the bonding layer thickness adjustment protrusion as another embodiment of the ocher block 200 according to the present invention.

The bonding layer thickness control protrusion 230 may have a '╋' shape to uniformly form the formation thickness of the bonding layer 400 formed between the ocher blocks and to prevent misalignment during the stacking.

The bonding layer thickness adjusting protrusion 230 is a core 231 and a split member 232 formed in a direction perpendicular to the core at a predetermined position of the core and a lower core 231a divided based on the split member. Including the core upper portion 232b, it controls the formation thickness of the bonding layer and at the same time serves to guide the lamination.

In addition, the ocher block includes a protrusion coupling groove 240 corresponding to the upper portion of the core 232b at the bottom thereof, and is laminated to the core upper portion 232b and the protrusion coupling groove 240 when stacked. Ding.

The bonding layer thickness adjustment protrusion 230 may be integrally molded using a molding frame when manufacturing the ocher block, or may be formed by a process of combining the bonding layer thickness adjustment protrusion separately after forming the ocher block.

When the ocher block is stacked, the first ocher block, the second ocher block and the n ocher block are stacked so that the positions of the grooves coincide with each other, so that the grooves of the finally stacked ocher block stack are not shifted from the top to the bottom side by side. It is also possible to form or alternately stack the groove portions of the first ocher block, the second ocher block and the n-th ocher block.

In the former case, the injection of the concrete composition is easy because the grooves of the laminate continue from the top to the bottom.

As another embodiment of the loess and reinforced concrete integrated support structure according to the present invention, one end is connected to the fastening groove of the support, the other end is further including an ocher block, including a fastening member 110 introduced into the groove 210; It is possible to further improve the bonding between the support and the concrete composition inside the ocher block.

Figure 5 shows an upper cross-sectional view of the ocher block according to another embodiment of the present invention, the ocher and reinforced concrete integrated support structure according to another embodiment of the present invention is a support 100 and a ring shape formed vertically on the ground Or has a C shape, the loess block 200 and one end is formed in one or more grooves 210 in the direction drawn into the inner circumferential surface is connected to the fastening groove of the support, the other end fastening member 110 is introduced into the groove portion It includes, the ocher block is stacked around the support, characterized in that the concrete composition is formed by pouring the hollow portion of the ocher block.

The support 100 has a configuration for coupling and fixing the fastening hole for coupling the fastening member 110, one end of the fastening member may have a corresponding configuration for coupling with the fastening hole of the support. Can be.

One end of the support 100 and the fastening member 110 may be coupled by a bolt-nut coupling, or may be coupled by a fitting coupling fitting one end of the fastening member into the fastening hole of the support.

In addition, it is also possible to combine the support member 100 and the fastening member 100 by welding without providing a separate configuration.

The other end of the fastening member 110 is introduced into the groove portion, and the shape of the other end of the fastening member may have an I shape, a T shape, and a Y shape, but is not limited thereto.

More preferably, the shape of the other end of the fastening member 110 may have a Y shape extending in the direction into which the groove 210 is drawn.

Since the other end of the fastening member 110 has a Y-shape, it does not interfere with the flow of the concrete composition at the time of injection of the concrete composition, it is possible to increase the contact area to further increase the bonding.

The ocher and reinforced concrete integrated support structure of the present invention according to the embodiment described above may be coated and finished by using the ocher composition after the ocher block lamination and concrete pouring, the surface of the ocher block laminate.

Hereinafter, the construction method of the loess and reinforced concrete integrated support structure of the present invention.

The construction method of the ocher and reinforced concrete integral support structure relates to a method of constructing the ocher and reinforced concrete integral support structure described above, in the description of the related function and configuration in the ocher and reinforced concrete integral support structure If it is already described above, a detailed description will be omitted.

The construction method of the loess and reinforced concrete integrated support structure according to an embodiment of the present invention has a ring shape or a C shape around the support fixing step (S100) and the fixed support for fixing the support in the vertical direction from the ground, An ocher block stacking step (S200) for stacking the ocher block formed with one or more grooves in the direction drawn into the inner circumferential surface and a concrete placing step (S300) for placing the concrete composition in the hollow portion of the stacked ocher block.

Fixing step (S100) is a step of fixing the support in a position for forming the ocher and reinforced concrete integral support structure, the support is fixed to the ground, or already constructed ocher and reinforced concrete integral support structure, other pillar It may be fixed to the structure, pulleys and beams, the shape of the support may be formed in a variety of I-shape, arch shape, etc. in consideration of the shape of the ocher and reinforced concrete integral support structure to be formed.

The ocher block stacking step (S200) is a step of stacking the above-mentioned ocher blocks around a fixed support.

The ocher block is stacked by the height of the support and the height of the ocher and reinforced concrete integral support structure to be formed.

The ocher block stacking step (S200) may include a bonding layer forming step of forming a bonding layer by applying a bonding composition between the stacked ocher blocks.

By stacking the first ocher block, applying a bonding layer on top of the first ocher block, and stacking the second ocher block to the n-th ocher block to form a laminate, and applying a bonding layer, the stacking is shifted. It is possible to prevent the occurrence, to minimize the friction between the ocher block, and to have a shock-absorbing effect during external impact.

When the above-described laminated guide protrusion 220a is formed on the upper surface of the ocher block 200, it may be preferable to control the thickness of the bonding layer so as not to cover the laminated guide protrusion.

When the bonding layer thickness control protrusion 230 is formed on the upper surface of the first ocher block 200 ′, the bonding composition is applied to a height parallel to the upper surface of the dividing member, and the core upper portion 232b is the second. The loess block 200 "is bonded to the protrusion coupling groove of the lower portion is stacked.

Concrete pouring step (S300) is a step of pouring the concrete composition to the hollow portion of the laminated ocher block.

A hollow portion extending from the top of the laminate to the ground is formed between the laminate formed by stacking the ocher blocks and the support. When the concrete composition is injected into the hollow portion from the top of the stacked ocher blocks, the concrete composition flows into the groove portion. Will be filled up.

When injecting the concrete composition, it is also possible to use an injection auxiliary means such as an air injector.

The concrete composition is a composition including cement, sand, gravel and combinations thereof, and may further include CNC, ocher and ocher hydrophobic ocher, and the like, but is not limited thereto.

The mixing ratio of the concrete composition may be designed according to the conventional concrete production method and the required strength.

The injected concrete composition is cured and dried to finally form ocher and reinforced concrete integral support structures.

The construction method of the ocher and reinforced concrete integrated support structure according to another embodiment of the present invention has a ring shape or a C shape around the support fixing step (S100) and the fixed support for fixing the support in the vertical direction from the ground, Ocher block stacking step (S200) and one end is connected to the fastening groove of the support, and the other end is fastening member for fastening the fastening member introduced into the groove in the ocher block stacking step (S200) for stacking the ocher block formed with one or more grooves in the inner peripheral surface After repeating the fixing step (S250) and the laminating step and the fastening member fixing step, and includes a concrete pouring step (S300) for pouring the concrete composition to the hollow portion of the laminated ocher block.

More specifically, after fixing the support (S100), laminating the first ocher block in the first ocher block stacking step (S200 '), and one end of the first fastening member connected and fixed to the support in the first fixing step , The other end is formed to be introduced into the groove portion formed in the first ocher block (S250 ').

In the fastening member fixing step (S250), one end of the support member 100 and the fastening member 110 may be coupled to each other by a bolt-nut coupling, or may be coupled to one end of the fastening member by fitting fitting to the fastening hole of the support. Can be.

Thereafter, the method may further include forming a bonding layer on the upper part of the first ocher block.

After the first fixing step and the bonding layer forming step, the second ocher block stacking step (S200 ") for stacking the second ocher block, and the fixing step of fixing the second fastening member to the groove formed in the second ocher block (S250) ") And a bonding layer forming step of forming a bonding layer on top of the second ocher block, and repeating the lamination step, the fixing step and the bonding layer forming step n times, and then The concrete composition is poured into the hollow portion and undergoes curing and drying (S300).

The construction method of the integrated support structure according to the first embodiment and the second embodiment further includes a coating step of applying and coating the outside of the ocher block laminate with the ocher composition immediately after the injection of the concrete composition, during the drying process and after completion of drying. can do.

Figure 6 shows an example in which the ocher and reinforced concrete integrated support structure is applied according to the present invention, (A) is an I-shaped column, (B) is an arcuate column, (C) shows an example applied to the corner column Top cross section (D) shows a top cross section showing an example of combining two or more C-shaped columns.

(A) Ring-shaped ocher blocks can be applied to I-shaped column structures fixed at independent columns and ground, and C-shaped ocher blocks can be applied to (B) arched column structures and (C) corner column structures. Can be.

At this time, (D) by connecting two or more of the C-type loess and reinforced concrete integrated support structure can be further improved durability.

Figure 7 shows an example in which the loess and reinforced concrete integrated support structure according to the present invention is applied as the upper beam of the masonry, (A) is a front view showing the overall structure, (B) shows a side cross-sectional view.

The ocher and reinforced concrete integrated support structure according to the present invention is applicable to the upper beam of the column and masonry, in which case it is preferable to stack the C-shaped ocher block or D-shaped ocher block with one side open as shown.

8 is a view showing a method for constructing an arc-shaped loess and a reinforced concrete integrated support structure as an embodiment according to the present invention. (A) I-shaped loess using ring-shaped or C-shaped loess blocks on both sides After laying the reinforced concrete integrated support structure and completion of concrete pouring, form an arch with a support such as reinforcing bars and frames, and then (B) laminating the C-shaped ocher block. At this time, by placing the opening of the C-shaped ocher block on the top to facilitate concrete pouring, (C) after the completion of lamination, the concrete composition is injected into the opening of the C-shaped ocher block is dried and cured.

Figure 9 shows a photograph of the loess and reinforced concrete integrated support structure according to the present invention applied to a traditional house.

The ocher and reinforced concrete integrated support structure according to the present invention is applicable to I-shaped pillars, arched pillars, upper beams of masonry, and if the structure is to perform a role for supporting the load of building materials in forming a building space The present invention can be applied without being limited thereto, so that the building can have a seismic structure.

In addition, the ocher and reinforced concrete integrated support structure according to the present invention is used to replace the wooden pulley, so that the conventional wooden pullover caused the warp caused by the upper load, thereby eliminating the problem that the window door can not be large. Can be.

After applying the loess and reinforced concrete integrated support structure according to the present invention as masonry and beams, the traditional building was constructed and then the structural safety and seismic design were checked.

The site location is located in A, Qingdao County, Gyeongbuk, and the area coefficient of the site is 0.22. It is used as a single-family house, with a total floor area of 132.33 ㎡ and the number of floors above ground level (6m). The design criteria are based on KBC 2016.

Structural plan is reinforced concrete structure, soil classification is S _D , design strength is 100kN / ㎡, seismic design category is D, dynamic analysis method is applied, and critical factor I _E = 1.0,

The building effective weight was 665.92 kN. The reaction modification coefficient is 3.0 in both X and Y directions, and the allowable interlayer displacement is Δax = 0.020h _sx .

Table 1 below shows the main results of structural safety and seismic design.

	X방향X direction	Y방향Y direction
지진응답계수Earthquake Response Factor	C_Sx = 0.1648C _Sx = 0.1648	C_Sy = 0.166C _Sy = 0.166
밑면전단력Bottom shear	V_Sx = 109.75 kNV _Sx = 109.75 kN	V_Sy = 110.52 kNV _Sy = 110.52 kN
근사고유주기Approximate intrinsic cycle	T_ax = 0.1938 secT _ax = 0.1938 sec	T_ay = 0.1938 secT _ay = 0.1938 sec
최대층간변위Maximum interlayer displacement	△_x,max = 0.0011·hsΔ _{x, max} = 0.0011 hs	△_y,max = 0.0013·hsΔ _{y, max} = 0.0013 · hs

In addition, the results of checking fatigue fatigue, out-of-plane displacement, and vertical system discontinuity and vertical system discontinuity were all identified as 'no'.

As a result, it was confirmed that the loess and reinforced concrete integrated support structure of the present invention overcomes the weak durability, which is a limitation of the conventional building using the loess, and satisfies the revised structural safety and seismic design criteria.

As described above, the present invention has been described based on the preferred embodiments, but various modifications of the present invention can be made without departing from the spirit and scope described in the claims of the present invention by those skilled in the art. Can be modified or modified. Therefore, the scope of the invention should be construed by the claims described to include examples of many such variations.

Claims

In the ocher and reinforced concrete integrated support structure having seismic structure for masonry, ocher hanok and traditional buildings,

A support formed vertically on the ground; and

It includes; ocher block having a ring shape or C shape, the at least one groove formed in the direction that is introduced into the inner peripheral surface;

The ocher block is stacked around the support, characterized in that the concrete composition is formed by pouring the hollow portion of the ocher block

Ocher and reinforced concrete integrated support structure.
In the ocher and reinforced concrete integrated support structure having seismic structure for masonry, ocher hanok and traditional buildings,

A support formed vertically on the ground; and

Ocher block having a ring shape or C shape, and formed with one or more grooves in a direction leading into the inner peripheral surface; And

One end is connected to the fastening groove of the support, and the other end is a fastening member introduced into the groove part;

The ocher block is stacked around the support, characterized in that the concrete composition is formed by pouring the hollow portion of the ocher block

Ocher and reinforced concrete integrated support structure.
The method according to claim 1 or 2,

The groove portion

To increase the bonding force between the concrete composition and the ocher block is characterized in that the area is larger as it is drawn inward

Ocher and reinforced concrete integrated support structure.
The method according to claim 1 or 2,

Bonding layer is formed of a concrete composition between the stacked ocher blocks

Ocher and reinforced concrete integrated support structure.
In the construction method of loess and reinforced concrete integrated support structure having seismic structure for masonry, ocher hanok and traditional building,

Support fixing step (S100) for fixing the support in the vertical direction on the ground; And

Ocher block stacking step (S200) having a ring shape or a C shape around the fixed support, laminating the ocher block formed with one or more grooves in the direction drawn into the inner peripheral surface;

It characterized in that it comprises a concrete pouring step (S300) for pouring the concrete composition to the hollow portion of the laminated ocher block

Construction method of loess and reinforced concrete integrated support structure.
In the construction method of loess and reinforced concrete integrated support structure having seismic structure for masonry, ocher hanok and traditional building,

Support fixing step (S100) for fixing the support in the vertical direction on the ground; And

Ocher block stacking step (S200) having a ring shape or a C shape around the fixed support, laminating the ocher block formed with one or more grooves in the direction drawn into the inner peripheral surface;

One end is connected to the fastening groove of the support, the other end fastening member fixing step (S250) for fixing the fastening member introduced into the groove portion;

After repeating the laminating step and the fastening member fixing step, the concrete placing step of placing the concrete composition in the hollow portion of the laminated ocher block (S300) characterized in that it comprises a

Construction method of loess and reinforced concrete integrated support structure.
The method according to claim 5 or 6,

The ocher block stacking step (S200)

Characterized in that it comprises a bonding layer forming step of forming a bonding layer with a bonding composition between the ocher blocks to be laminated

Construction method of loess and reinforced concrete integrated support structure.
The method according to claim 5 or 6,

The groove portion

To increase the bonding force between the concrete composition and the ocher block is characterized in that the area is larger as it is drawn inward

Construction method of loess and reinforced concrete integrated support structure.