KR101929265B1 - the red clay brick structure frame work for a elevation anti-shock and use it the structure of execution method - Google Patents

Abstract

The present invention relates to a red clay brick frame with an improvement of anti-vibration and a method for constructing a structure using the same, wherein a red clay brick structure is build only with frames formed by piling red clay bricks and fixing the bricks to one another, and particularly, introduction of external wind is suppressed by the red clay bricks having no contraction, thereby solving insulation and noise problems, providing durability and flexibility obtained by the red clay brick piling, making work conveniently carried out by means of FRP glass rods and simple fastening means for preventing dew condensation from occurring, reducing a period of construction and a construction cost, and improving stability even in case where vibrations like P waves along which the structure moves back and forth or S waves along which the structure moves top and bottom. According to the present invention, the red clay brick frame with an improvement of anti-vibration includes: an ″A″ type frame (100) having an FRP glass rod (1) of a diameter of 15 mm; a cross fastening bracket module (200) having a horizontal rod concave groove packing (201), a vertical rod concave groove packing (202), a bolted angle bracket (203), an angle bracket (204), and a fastening nut (205); a ″B″ type frame (300) having an FRP glass rod (1a) of a diameter of 7 mm; a ″C″ type frame (400) having an FRP glass rod (1b) of a diameter of 7 mm; a ″D″ type frame (500) having an FRP glass rod (1c) of a diameter of 7 mm; an ″E″ type frame (600) having an FRP glass rod (1d) of a diameter of 7 mm; and a fastening fitting (700) for a bearing wall.

Description

BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a brick frame structure for improving the earthquake resistance and a method of constructing the brick frame structure,

The present invention relates to a frame of a loam brick frame for improved vibration resistance and a method of constructing a frame using the same, and more particularly, to a frame structure for providing an anti-earthquake resistance to a loam brick structure, And a method of constructing the same.

Typical loam bricks are constructed of cement bricks, red bricks, stones, etc., which are piled up on the foundation slabs and then piled up using loess bricks, corner bricks and ocher bricks for corner pillars, And the outer wall joint is closed with ocher mortar, and the roof structure on the wall is made up of a wooden or steel truss, and then a waterproof sheet or a sandwich panel is raised, followed by an asan shingle, It is true.

In the case of a building using the above-described loess brick, it is usual that the inner wall such as a toilet is treated with a water-repellent water repellant after cement brick masonry.

In addition, the general hanok architecture using loess has a disadvantage that it is cool in summer and cold in winter, and thick styrofoam is used for insulation and sound insulation. However, due to drying shrinkage of wood used with loess bricks, Although it can not be effectively blocked, the loam bricks produced by the vacuum method by blending the cotton wool pulverized so that the drying shrinkage rate is close to zero, which is a problem of the loess brick, has a high compressive strength, low water absorption and excellent durability, It has almost eliminated the influx of drafts and solved insulation and noise.

These non-shrinking loess bricks also have insufficient heat insulation, and the insulation problem is solved by a method of constructing a wall with a thickness of 20 to 30 cm and a wall structure with a thickness of 13 cm and a double structure for an outer wall.

Unlike traditional hanok using loess and wood, the building using the above-mentioned loess brick is completed with only loess brick construction without using a separate structure. Therefore, since the construction cost is greatly reduced by the process and the air saving, .

However, this type of loam brick structure is very strong in vertical and vertical pressure, but in case of vibration such as P-wave moving up and down, S-wave moving up and down when an earthquake occurs, vibration of the loess bricks combined with cement mortar And the problem of poor stability due to the very weak portions of the column or corner joints.

To this end, Korean Patent No. 10-1677467 discloses a frame for a building skeleton and a method of constructing a building using the same, comprising an outer beam constituting an outer framework of a building, an inner beam provided at a predetermined distance from the outer beam, ; A support member fixed in a zigzag shape so as to connect and support the outer beam and the inner beam; And a fixing screw penetrating through the supporting member to fix the supporting member and the beam member inwardly and fixed inward by an inner beam and an outer beam, and a soil bag is formed between the outer beam and the inner beam, And a method of curing a cloth by applying a netting cloth and cladding the cladding material is disclosed.

The structure according to this technique is more troublesome than the method of using the refuse house and the efficiency of shortening the air is not so efficient because the inner and outer beam members are spaced apart from each other and bent in a zigzag form between the inner and outer beams to fix the respective contact portions with the fixing screws. In the method of constructing with soil bag and attaching mesh inside and outside, when vibration such as P wave that moves by vibrating back and forth in the earthquake and S wave which moves up and down is applied, there is a problem that durability is deteriorated due to weak bonding force between the soil do.

On the other hand, in Korean Patent No. 10-1714637, there is disclosed a technique relating to an earthworm wall structure having an anti-vibration property, comprising a first column and a second column vertically installed, an insertion space formed between the first column and the second column, A first fixing hole formed on the front side of the first column and a plurality of second fixing holes formed on the side of the first column; A spacing space formed between the first end of the first strand and the end of the second strand spaced apart from each other; and a second spacing space between the first strand and the second strand, A fillet filled in the spacing space, a first fixing bar inserted into the first fixing hole to fix the first net, a first fixing bar inserted into the first fixing hole, and a second fixing hole inserted into the second fixing hole to fix the second net. A technique including a second fixed bar is disclosed have.

As described above, the first and second columns are vertically erected, and the wire mesh sandwiched in the insertion space formed between the first and second columns is provided as a fixing bar, and the distance between the first and second columns The yellow clay dough, which has flowed about 3 cm to the outer surface of the wire mesh in the manner of filling the loam dough in the ㎝ space, is subjected to the shrinking process during the shrinking process due to shrinkage formed in the wire mesh inner layer, It is pointed out that there is no problem of insulation and noise blocking due to the outward wind because it can not be worn out from outside because it is formed much.

Metal wire mesh embedded in the loess layer wall is susceptible to condensation due to excessive humidity in the rainy season, which may lead to mold in the room or corrosion of wallpaper or interior materials.

[Document 1] KR 10-1677467 (B1) 2016.11.14 [Document 2] KR 10-1714637 (B1) 2017.03.03

In order to solve the above-mentioned problems, the present invention relates to a method of constructing a loess brick structure, which is completed with only a frame frame fitted with or attached to a loess brick structure, and particularly has a high compressive strength, a low absorption rate and excellent durability Due to the fact that there is almost no shrinkage, it reduces the inflow of drafts and resolves the insulation and noise while greatly reducing the construction cost due to process and air saving. Especially when there is vibration such as P wave moving in front and back, The object of the present invention is to provide a framing frame and a method of constructing a loam brick building using the same, wherein the loam brick has a durability improvement and an anti-vibration property.

In order to achieve the above object,

'인 롱너트체결브라켓(104) 중간에 형성된 조절볼트공(104')을 경유 돌출시켜 롱너트조립너트(103)로 체결되는 구조의 골조프레임"가"형 (100)과;In the present invention, at the ends of the Fp Alpigraph rod 1 having a diameter of 15 mm provided at a predetermined length, the long nuts 101 are assembled to one side of a long hole 101 having a predetermined length, And a long nut fastening bolt 105 having a predetermined length is fastened to the mating bolt hole 101b by the mood bolts 102,

A frame type "A" 100 having a structure in which an adjustment bolt hole 104 'formed in the middle of a long nut fastening bracket 104 is fastened with a long nut assembly nut 103;

A horizontal load groove 201 'formed horizontally in the middle of a rubber plate of a certain standard and having a horizontal load groove 201' formed at a corner and a fastening bracket bolt hole 201 ' Vertical load grooves 202 'having a depth of 15 mm vertically are formed in the middle of the inside of the rubber plate of a certain standard to be in contact with the packing 201. Vertical load grooves 202' 'are formed in the corner portions of the vertical load grooves 202' 202); A tread hole 203 'formed on a horizontal angle surface in a unitary manner with a vertical angle surface to which a fastening bolt 203' passing through the fastening bracket bolt hole 201 'of the horizontal rod groove 201 is fixed, And a fastening bracket bolt hole 204 'formed in a corner portion of a vertical angle surface which is in contact with the bolt-attached angle bracket 203 and which are formed integrally with the bolt- A crossing bracket module 200 comprising an angle bracket 204 formed with a rounded notched hole 204 'formed therein and a fastening nut 205 fastened to the bolted angle bracket 203;

An end plate 1 having a diameter of 7 mm and provided with a predetermined length is provided with a load-bearing half-metal angle bracket 2, which is formed integrally with the rod-fastening sockets 2 ' And the flat pillar-shaped flat pillar 3, which is formed integrally with the rod clamping squeeze socket 3 "at the other end of the FFP glass rod 1a, is formed with two flattened pores 3 ' Frame frame "I"

A Fulcrum angle bracket 2a having a 7 mm diameter 7 mm diameter Fulcrum rod 1b formed at one end thereof with a flatted hole 2a 'formed on a horizontal surface and a vertical plane integrally with the rod clamping sockets 2a' And a vertical hooking metal fitting 4 having a vertical hooking groove 4 'formed in a horizontal plane integrally with the rod clamping squeeze socket 4' 'is fastened and pressed to the other end of the FMP glass rod 1b, Quot; die "400;

An end plate 2b having a horizontal and vertical perforations 2b 'formed integrally with the rod clamping sockets 2b' is formed at one end of the Fp alpina glass rod 1c having a diameter of 7 mm and provided with a predetermined length And at the other end of the FFP glass rod 1c, a horizontal frame metal member 5 having a vertical hooking groove 5 'formed integrally with the rod clamping sockets 5' Type "

A horizontal hook metal bracket 5a, which is formed integrally with the rod clamping sockets 5a " in a vertical plane and formed with a horizontal groove and a groove 5a ', is integrally formed at both ends of a 7 mm diameter Frappy glass rod 1d, A frame "shape "

And a locking bracket (700) for a supporting wall in which a horizontal hook groove (6 '') is integrally formed on the horizontal plane of the to-be-warp bracket angle bracket (6) And a frame frame is provided.

In order to achieve the above object, there is provided a method of constructing a building using a loess brick frame structure frame for improving vibration resistance, comprising the steps of: forming, at a corner portion of a foundation slab, A first step of assembling the semicircular loess bricks 30 for the outer wall with a cement mortar in a single stage;

In the semicircular loess brick 30 for the outer wall joined to the brick wall 50 for the corner pillars and the bearing wall 20 in the first step, the frame frame "I" And the vertical wall of the load bearing wall bracket 2 is formed on the load bearing wall 20 so as to form a tabular perforation 2 ' The "I" -shaped Frappy glass rod 1a is arranged so as to pass through the recessed portion of the semicircular loam bricks 30 for the outer wall so that the corner pillar covers the flat metal pieces 3 and the tabular metal pieces 2, (3 '; 2') with a nail (7);

From the floor of the foundation slab 10 spaced 3 to 5 cm apart from the inner side of the semicircular loam bricks 30 for the first-stage outer wall adjacent to the loess bricks 50 for the corner columns of the first- A long nut fastening bolt 105 fastened to the long nut fastening bracket 104 is fastened to the long nut fastening bracket 104 formed at the lower end of the frame 100 ' ) Is fitted to the fastening hole 101a at the lower end of the long nut 101 at a predetermined height and then inserted into the fastening hole 101a at the upper end of the long nut 101 by a mop bolt 102 to the bottom of the base slab 10 by means of a tumbling nail 7 on the tabular perforations 104 "formed on both sides of the long-nut fastening bracket 104;

The frame type "D" type 400 is disposed adjacently along the inner row of the outer wall semicircular loess bricks 30 having a height of one level stacked from the loess bricks 50 for the corner pillars in the first step to the load bearing walls 20, , The holding wall bracket 2a provided on the rod fastening squeezing socket 2a " pressed to one end of the FMP rod rod 1b of the frame type " ) Of the horizontal hook fitting 5 provided in the rod clamping sockets 4 "pressed on the other end of the F-Alpigraph rod 1b of the frame type" A fourth step of using the horizontal hook groove 5 'to fasten the frame frame "provided in the third step " to the vertically installed Frappy glass rod 1 of the" mold "

A frame type "multi" type 400 installed adjacently along the inner row of the outer wall semicircular loam bricks 30 having a height of one level stacked from the loess bricks 50 for the corner pillars to the load bearing walls 20 in the first step, A step of installing a framing frame "R" -shaped type 500 at a groove portion of an inner wall rectangular obtus-brass block 40 which is piled up to a bearing wall along an EF- The holding wall bracket 2b provided on the rod clamping sockets 2b "pressed on one end of the Frappy glass rod 1c of the bracket 500 is fixed to the load bearing wall 20 using the tacking nails 7 And the horizontal hook groove 5 'of the horizontal hook metal fitting 5 provided on the rod clamping sockets 5' 'pressed on the other end of the Frazier frame rod 1c of the frame frame' A fifth step of attaching to another frame frame "d" 500 'orthogonally installed to the frame frame "or"

At the intersection of the Fp Alpagrass rod 1 of the mold frame 100 installed in the third step and the Fp Alpagrass rod 1b of the mold frame 400 mold installed at the fourth step, The vertical load groove 202 'of the vertical load groove packing 202 is provided with an FFP glass rod 1' in which the frame 100 'is vertically installed, , And the horizontal load groove 201 'of the horizontal load groove 201 is fitted with the FFP glass rod 1b horizontally installed in the frame structure 400 of the fourth step And a plurality of tapered pores 203 'formed in the horizontal portion of the horizontal rod face 201' integrally with the vertical angle surface to which the fastening bolts 203 'passing through the fastening bracket bolt holes 201' of the horizontal rod groove 201 ' ") Is formed on the side of the bolt 203; And an angle bracket 204 'formed integrally with a corner of the horizontal angle side 204' 'formed integrally with the bolt holes 204' formed at the corner of the vertical angle side to be engaged with the bolt-attached angle bracket 203, And the bolts 204 are fastened to the fastening bolts 203 'of the bolt-attached angle brackets 203 with the fastening nuts 205 and then bolted onto the half-circle yellow bricks 30 for the outer wall and the half- A sixth step of fixing the angle brackets 203 and the angle brackets 204 to each other with the nail holes 7;

The frame-like shape "I" -shaped (300) and the framed structure (30) are formed on the respective widthwise gaps where the outer wall semi-circular yellow brick (30) and the inner wall rectangular yellow brick A seventh step of installing a frame frame "shape" 600 between the longitudinal fpalglas rods 1a and 1c of the frame " A seventh step of mounting the horizontal hooking grooves 5a 'of the horizontal hooking metal fittings 5a formed on the vertical surface integrally with the rod clamping sockets 5a "on both ends of the Alpigas rod 1d;

The outer side wall of the other side of the proof wall 20 based on the loess bricks 50 for the corner pillars to be joined to the corner of the foundation slab 10 in the first stage is also subjected to the eighth ;

In the construction steps 1 to 8, the inner walls of the load-bearing walls 20 are made of only the load-bearing walls 20, so that the load-bearing walls 20 are separated from the load- A frame structure 300, a frame frame 400, a frame 400, and a frame frame 400 are formed on the upper surface in the longitudinal direction in which the rectangular yellow clay block 40 is assembled after one stage of stacking on the slab 10, The rectangular ocher bricks 400 are arranged in a width of 100 mm within a width of 130 mm at regular intervals between the FFP glass rods la (1b; 1c) provided in one of the two frame structures 500 selected from the ' After the frame "mold " 600 is attached to the frame, a horizontal hook groove 6" is formed on the horizontal plane of the Fp Alpi glass rod 1a (1b; 1c) of the frame frame adjacent to the load- , And a bearing wall body (6 ') which is fastened to the fastening bracket (700) Bracket 700 includes a ninth step of fixing to the load bearing peg (7) Compression to 20;

A semicircular gypsum brick 30 for an outer wall, an ocher brick 40 for an inner wall, an ocher brick 50 for a corner post, and a glazed brick 50 for a corner post, which are installed or fixedly installed by performing the construction steps of the first to eighth steps, The upper part is repetitively combined with the cement mortar so as to form a frame frame of the " A " type (" The long nut fastening bracket 104 is first fixed to the lower part of the roof frame with the tongue nail 7 as a means for adjusting the vertical height of the top of the Fp Alpigraph rod 1 assembled with the mud bolts 102, The length of the long nut fastening bolt 105 is adjusted by adjusting the length of the long nut fastening bolt 105 after the length of the long nut fastening bolt 105 is adjusted by tensioning the length of the long bolt fastening bolt 105, (10) of installing the mold (100). It is a to provide a shock-proof construction of a building method using the yellow soil brick crude framing frame for improvements.

The present invention relates to a method of constructing an ocher brick frame structure for improving the vibration resistance of the present invention and a method of constructing the ocher brick structure using only the frame frame which is installed or fixed with the ocher brick structure by the construction method of the building using the same. The framework frames provided in the present invention can be installed and installed at the same time as the masonry to improve the vibration resistance of the loam bricks due to their strength, low water absorption and excellent durability. Compared with the conventional construction of the earthquake-proof structure and the filling and filling with the loess, it is possible to reduce the air and construction costs significantly by using frame frames, Each frame frame It is possible to improve the stability even in the case of vibration such as P-wave moving in front and back and vibration such as S-wave moving up and down when an earthquake occurs, and a structure using a loess brick frame frame Which is a very useful invention.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a construction state in which a main frame frame is applied to a two-ply mortar brick block in a main construction state of the present invention. FIG.
Fig. 2 is a view showing a basic construction state of only a main frame frame in a two-ply loam brick set which is a main construction state of the present invention.
FIG. 3 is a perspective view of a construction state in which a framing frame applied to a brick wall of a building with a bearing wall according to the present invention is applied. FIG.
FIG. 4 is a perspective view and an enlarged perspective view of a main part of a vertical pulling frame frame module according to the present invention. FIG.
5 is a cross-fastening bracket module according to the present invention, in which i) is an assembled state perspective view, and Fig. 5 is an exploded perspective view.
6 is a perspective view of a framing frame for fastening a bearing column corner post according to the present invention.
7 is a perspective view of a framework frame for vertical fastening of a proof wall according to the present invention.
8 is a perspective view of a frame for horizontally fastening a proof wall according to the present invention.
9 is a perspective view of a frame frame for a double-ended hook according to the present invention.

BRIEF DESCRIPTION OF THE DRAWINGS The above and other features and advantages of the present invention will be more apparent from the following detailed description taken in conjunction with the accompanying drawings, in which: FIG.

FIG. 1 is a perspective view of a construction state in which a main frame frame is applied to a two-ply loam brick tank, which is a main construction state of the present invention, and FIG. 2 is a view showing a basic construction state of only a main frame frame in a two- FIG. 4 is a perspective view and an enlarged fragmentary perspective view of a vertical pulling frame frame module according to the present invention, and FIG. 5 is an enlarged perspective view of a vertical pulling frame frame module according to an embodiment of the present invention. FIG. 5 is a perspective view of a cross-fastening bracket module according to the present invention, in which FIG. 6 is a perspective view of a framing frame for fastening a bearing column corner post according to the present invention, and FIG. FIG. 8 is a perspective view of a frame for horizontal fastening according to the present invention, FIG. 9 is a perspective view of a frame for horizontal fastening according to the present invention, A hooked frame frame perspective view.

First, the frame frames used in the clay brick construction for improving the vibration resistance according to the present invention will be described with reference to FIGS. 3 to 9 of the accompanying drawings.

In addition, a frame frame module 100 (hereinafter referred to as a frame frame "frame ") perpendicular to each frame frame applied to the present invention; A frame wall frame 300 for fastening a bearing wall with corner portions (hereinafter referred to as frame frame " or " A horizontal frame frame 500 (hereinafter referred to as a frame frame "type "); The term " framing frame " 600 (hereinafter referred to as " framing frame "

'인 롱너트체결브라켓(104) 중간에 형성된 조절볼트공(104')을 경유 돌출시켜 롱너트조립너트(103)로 체결되는 구조이다.As shown in FIG. 4 as one of the frame structures of the loess brick for improving the vibration resistance according to the present invention, the frame frame "A ", which is a vertical frame frame module, The mast bolt holes 101b are formed at both ends of the glass rod 1 and are assembled to one side of a long nut 101a having a predetermined length, A long nut fastening bolt 105 having a predetermined length is inserted into the fastening hole 101a of the long nut 10,

The long bolt hole 104 'formed in the middle of the long nut fastening bracket 104 is fastened with the long nut fastening nut 103 by projecting the bolt hole 104'.

Such a frame frame "A" mold 100 is a frame used as a means for tensioning vertically below the roof frame at the bottom of the foundation slab 10 between the outer wall half-circle loess bricks 30 and the inner wall loess bricks 40 A long nut fastening bolt 105 passing through the long nut fastening bracket 104 is tightened with a long nut fastening nut 103 at the bottom of the foundation slab 10, And the FMP rod rod 1 is tightened with the mud bolts 102 on the rod fastening hole 101a at the upper end of the chain nut which is screwed to the fastening hole at the lower end of the long nut 101 on the long nut fastening bolt 105 And fixed to the rear fixing nail 7 through the tabular eyelets 104 "formed on the left and right sides of the long nut fastening bracket 104. [

On the other hand, considering that the upper and lower portions of the frame frame "A " 100 located under the roof frame differ in vertical height according to the mooring condition, the long nut fastening bracket 104 is first inserted into the lower portion of the roof frame, The length of the upper end of the FMP rod assembly 1 assembled with the mud bolts 102 is adjusted and at the same time the long nut fastening bolt 105 is fastened with a spanner, So that the length of the FFP glass rod 1 can be adjusted by tension.

5 is a cross-fastening bracket module according to the present invention, in which i) is an assembled state perspective view, ii) is a cross-fastening bracket module referring to an exploded perspective view, A horizontal rod groove 201 'having a horizontal load groove 201' having a depth of 7 mm and a fastening bracket bolt hole 201 'formed at a corner of the horizontal rod groove 201' A vertical load groove 202 in which a vertical load groove 202 'having a depth of 15 mm vertically in the middle of a rubber plate of a standard and a fastening bracket bolt hole 2021' formed at a corner are formed; A tread hole 203 'formed on a horizontal angle surface in a unitary manner with a vertical angle surface to which a fastening bolt 203' passing through the fastening bracket bolt hole 201 'of the horizontal rod groove 201 is fixed, And a fastening bracket bolt hole 204 'formed in a corner portion of a vertical angle surface which is in contact with the bolt-attached angle bracket 203 and which are formed integrally with the bolt- And an engaging nut 205 which is fastened to the angle bracket 203 with the bolt.

In the vertical load groove 202 'of the vertical load receiving groove 202 of the cross-clamping bracket module 200, the above-mentioned frame frame "A" And the horizontally loaded groove 201 'of the horizontal rod groove 201 is provided with a horizontal rod groove 201' having a diameter of 7 mm which is horizontally installed orthogonally to the FFP glass rod 1 vertically installed with the frame 100 Another FRP frame of the framing frame is seated and secured to the semicircular loess bricks 30 for the outer wall and the semicircular loess bricks 40 for the inner wall, The construction method of the building using the frame frame will be described in detail.

6, a framing frame "I" 300, which refers to a framing frame perspective view for fastening a bearing column according to the present invention, is provided with a 7 mm diameter FFP glass rod 1a ) Are integrally formed with a load-clamping squeeze socket 2 "at one end thereof, and are fastened and crimped to form a to-be-gripped angle bracket 2, And the flat pillar-shaped flat pillar 3, in which two flattened pores 3 'are formed on the horizontal plane integrally with the rod clamping sockets 3' ', is clamped and pressed.

An application example of the framework frame "I" 300 having such a structure will be described in detail in a method of constructing a building using a loam brick framework frame for enhancing the earthquake resistance described later in detail.

7, a framing frame " mold " 400, which refers to a framing frame view for a vertical fastening frame according to the present invention, comprises a frame 7a having a diameter of 7 mm and provided with a predetermined length, (2b) formed with a flattened surface (2a ') on a horizontal surface and a vertical surface integrally with the rod clamping sockets (2a') are fastened and crimped, and the other end of the Fp Alpygrass rod An example of application of the above-mentioned frame frame "d" type 400 is shown in which the vertical hook metal bracket 4 having the vertical hook groove 4 'formed on the horizontal plane integrally with the clamping squeeze socket 4 " The construction method of the building using the loess brick frame frame for enhancing the earthquake resistance will be described in detail below.

8, a framing frame "la" 500, which refers to a perspective view of a frame for horizontally fastening a proof wall according to the present invention, is provided with an F appy glass rod 1c having a diameter of 7 mm, And an end wall 2b ', which is formed integrally with the rod clamping sockets 2b' 'in the horizontal plane and the vertical plane, respectively, is fastened and compressed, and the other end of the rod 2c' An example of application of the framework type "I" 400 described above in which the horizontal hook metal bracket 5 having the horizontal hook groove 5 'formed on the vertical surface integrally with the fastening squeezing socket 5 " The construction method of the building using the loess brick frame frame for enhancing the earthquake resistance will be described in detail below.

As shown in Fig. 9, a framing frame "mold " 600, which refers to a framing frame perspective view for a double-headed hook according to the present invention, is provided with a 7 mm diameter F- And a horizontal hook metal bracket 5a formed integrally with the rod clamping sockets 5a "in a vertical plane and having a groove 5a 'formed therein is integrally fastened and pressed. The frame frame " An application example will be described in detail in a method of constructing a building using the loess brick frame frames for enhancing the vibration resistance to be described later.

As shown in FIG. 3 of the present invention, the fastening bracket 700 for a bearing wall with reference to a construction state view to which a frame frame applied to a bearing wall frame according to the present invention is applied, Is formed on the horizontal surface of the angle bracket 6 with the horizontal hook groove 6 ".

The method of constructing the loess brick structure using the loosely coupled brick frames to improve the vibration resistance of the loess bricks according to the present invention will now be described in detail with reference to the accompanying drawings.

As shown in FIGS. 1 and 3, the loess brick construction to which the present invention is applied has a length * width * height standard of 280 * 130 * 100 mm on the foundation slab 10, And the height of the height is 280 *, and the length of the semicircular gypsum bricks (30) is 3 * 5 cm away from the heat insulating material space with the semicircular gypsum bricks (30) A door is formed at an arbitrary position while the rectangular yellow ocher bricks 40 having a rectangular shape of 130 * 100 mm and having a recess in the upper longitudinal direction are jointed to the height of a roof frame by a cement mortar, The pillars are made of loess bricks (50) for the corner pillars of which the height, the diameter, and the width are the standard of 100 * 380 * 210mm, and the inner walls constituting the bathroom are made of cement brick or brick wall 20) outside The crude yellow soil brick masonry structure that only a stacking first heat exchanger square brick (40) is applied to the inner wall.

Here, after the wooden or steel truss is raised, the waterproof sheet or the sandwich panel is raised, and the skirting frame on the wall, which is finished with asbestos shingle, motive and metal tile, is omitted.

Hereinafter, as a method of roughing bricks for improving vibration resistance according to the present invention, as shown in FIGS. 1 to 3,

A first step of arranging the outer wall semi-circular loess bricks (30) with a cement mortar by one-stage piling, with one side outer wall of the proof wall (20) being based on the loess bricks (50) for the corner pillars at the corner of the foundation slab (10);

In the semicircular loess brick 30 for the outer wall joined to the brick wall 50 for the corner pillars and the bearing wall 20 in the first step, the frame frame "I" And the vertical wall of the load bearing wall bracket 2 is formed on the load bearing wall 20 so as to form a tabular perforation 2 ' The "I" -shaped Frappy glass rod 1a is arranged so as to pass through the recessed portion of the semicircular loam bricks 30 for the outer wall so that the corner pillar covers the flat metal pieces 3 and the tabular metal pieces 2, (3 '; 2') with a nail (7);

From the floor of the foundation slab 10 spaced 3 to 5 cm apart from the inner side of the semicircular loam bricks 30 for the first-stage outer wall adjacent to the loess bricks 50 for the corner columns of the first- A long nut fastening bolt 105 fastened to the long nut fastening bracket 104 is fastened to the long nut fastening bracket 104 formed at the lower end of the frame 100 ' ) Is fitted to the fastening hole 101a at the lower end of the long nut 101 at a predetermined height and then inserted into the fastening hole 101a at the upper end of the long nut 101 by a mop bolt 102 to the bottom of the base slab 10 by means of a tumbling nail 7 on the tabular perforations 104 "formed on both sides of the long-nut fastening bracket 104;

The frame type "D" type 400 is disposed adjacently along the inner row of the outer wall semicircular loess bricks 30 having a height of one level stacked from the loess bricks 50 for the corner pillars in the first step to the load bearing walls 20, , The holding wall bracket 2a provided on the rod fastening squeezing socket 2a " pressed to one end of the FMP rod rod 1b of the frame type " ) Of the horizontal hook fitting 5 provided in the rod clamping sockets 4 "pressed on the other end of the F-Alpigraph rod 1b of the frame type" A fourth step of using the horizontal hook groove 5 'to fasten the frame frame "provided in the third step " to the vertically installed Frappy glass rod 1 of the" mold "

A frame type "multi" type 400 installed adjacently along the inner row of the outer wall semicircular loam bricks 30 having a height of one level stacked from the loess bricks 50 for the corner pillars to the load bearing walls 20 in the first step, A step of installing a framing frame "R" -shaped type 500 at a groove portion of an inner wall rectangular obtus-brass block 40 which is piled up to a bearing wall along an EF- The holding wall bracket 2b provided on the rod clamping sockets 2b "pressed on one end of the Frappy glass rod 1c of the bracket 500 is fixed to the load bearing wall 20 using the tacking nails 7 And the horizontal hook groove 5 'of the horizontal hook metal fitting 5 provided on the rod clamping sockets 5' 'pressed on the other end of the Frazier frame rod 1c of the frame frame' A fifth step of attaching to another frame frame "d" 500 'orthogonally installed to the frame frame "or"

At the intersection of the Fp Alpagrass rod 1 of the mold frame 100 installed in the third step and the Fp Alpagrass rod 1b of the mold frame 400 mold installed at the fourth step, The vertical load groove 202 'of the vertical load groove packing 202 is provided with an FFP glass rod 1' in which the frame 100 'is vertically installed, , And the horizontal load groove 201 'of the horizontal load groove 201 is fitted with the FFP glass rod 1b horizontally installed in the frame structure 400 of the fourth step And a plurality of tapered pores 203 'formed in the horizontal portion of the horizontal rod face 201' integrally with the vertical angle surface to which the fastening bolts 203 'passing through the fastening bracket bolt holes 201' of the horizontal rod groove 201 ' ") Is formed on the side of the bolt 203; And an angle bracket 204 'formed integrally with a corner of the horizontal angle side 204' 'formed integrally with the bolt holes 204' formed at the corner of the vertical angle side to be engaged with the bolt-attached angle bracket 203, And the bolts 204 are fastened to the fastening bolts 203 'of the bolt-attached angle brackets 203 with the fastening nuts 205 and then bolted onto the half-circle yellow bricks 30 for the outer wall and the half- A sixth step of fixing the angle brackets 203 and the angle brackets 204 to each other with the nail holes 7;

The frame-like shape "I" -shaped (300) and the framed structure (30) are formed on the respective widthwise gaps where the outer wall semi-circular yellow brick (30) and the inner wall rectangular yellow brick A seventh step of installing a frame frame "shape" 600 between the longitudinal fpalglas rods 1a and 1c of the frame " A seventh step of mounting the horizontal hooking grooves 5a 'of the horizontal hooking metal fittings 5a formed on the vertical surface integrally with the rod clamping sockets 5a "on both ends of the Alpigas rod 1d;

The outer side wall of the other side of the proof wall 20 based on the loess bricks 50 for the corner pillars to be joined to the corner of the foundation slab 10 in the first stage is also subjected to the eighth ;

In the construction steps 1 to 8, the inner walls of the load-bearing walls 20 are made of only the load-bearing walls 20, so that the load-bearing walls 20 are separated from the load- A frame structure 300, a frame frame 400, a frame 400, and a frame frame 400 are formed on the upper surface in the longitudinal direction in which the rectangular yellow clay block 40 is assembled after one stage of stacking on the slab 10, The rectangular ocher bricks 400 are arranged in a width of 100 mm within a width of 130 mm at regular intervals between the FFP glass rods la (1b; 1c) provided in one of the two frame structures 500 selected from the ' After the frame "mold " 600 is attached to the frame, a horizontal hook groove 6" is formed on the horizontal plane of the Fp Alpi glass rod 1a (1b; 1c) of the frame frame adjacent to the load- , And a bearing wall body (6 ') which is fastened to the fastening bracket (700) Bracket 700 includes a ninth step of fixing to the load bearing peg (7) Compression to 20;

A semicircular gypsum brick 30 for an outer wall, an ocher brick 40 for an inner wall, an ocher brick 50 for a corner post, and a glazed brick 50 for a corner post, which are installed or fixedly installed by performing the construction steps of the first to eighth steps, The upper part is repetitively combined with the cement mortar so as to form a frame frame of the " A " type (" The long nut fastening bracket 104 is first fixed to the lower part of the roof frame with the tongue nail 7 as a means for adjusting the vertical height of the top of the Fp Alpigraph rod 1 assembled with the mud bolts 102, The length of the long nut fastening bolt 105 is adjusted by adjusting the length of the long nut fastening bolt 105 after the length of the long nut fastening bolt 105 is adjusted by tensioning the length of the long bolt fastening bolt 105, The final stage of the tenth step of installing the mold 100 The.

For reference, the framing frames are organically arranged through the previous stage according to the present invention to form a semi-circular loess brick 30 for an outer wall, a loess brick 40 for an inner wall, and an outer roughness of the loess bricks 50 for a corner post, Is plastered with ocher mortar.

The present invention relates to a method of constructing a loess brick frame structure for improving the vibration resistance of the present invention and a method for constructing a loess brick frame using only a frame frame which is installed or fixed together with a loess brick structure Due to its high compressive strength, low water absorption and excellent durability, it has no shrinkage, so it can reduce the influx of drafts by using loam bricks and solve the insulation and noise while using Fp Alpine Grass rod with durability and flexibility to be carried out with ocher brick masonry. It is possible to reduce the air cost and construction cost by constructing frame frames which are constructed by combining the framing frames with the simple fastening means to prevent condensation by the heat block effect between the inner and outer walls, P-wave, S-wave running up and down And a method of constructing a building using the same. The present invention is very useful as a method of constructing a loam brick building.

1; 1a; 1b; 1c; 1d: Fp Alpiglass
2; 2a; 2b; 6: proof wall bracket angle bracket
2 ';2a'; 2b ';3a;3a'; 6 '
2 "; 2a "; 2b "; 3 "; 4 "; 5 "; 5a "
3: Corner pillar flat plate
4: Vertical hook metal bracket 4 ': Vertical hook groove
5a: Horizontal hook metal fitting 5 ';5a'; 6 ": Horizontal hook groove
7: Tablets
10: foundation slab 20:
30: Semicircular loess bricks for outer walls 40: Square brick loose bricks for inner walls
50: Yellow brick for corner pillars
100 : vertical pulling frame frame module (hereinafter referred to as frame frame "
101: Long nut 101a: Rod fastening hole
101b: mood bolt ball 102: mood bolt
103: Long nut assembly nut 104: Long nut fastening bracket
105: Long nut tightening bolt
200 : Cross clamping bracket module
201: horizontal load groove packing 201 ': horizontal load groove
201 ";202"; 204 ': fastening bracket bolt hole
202: Vertical load Groove packing 202 ': Vertical load groove
203: Angle bracket with bolt 203 ': Fastening bolt
203 ": 204 ": Tabular pore 204: Angle bracket
205: fastening nut
300 : Frame for reinforcing the wall of the bearing frame (hereinafter referred to as frame frame "or" frame)
400 : Frame for vertical clamping (hereinafter referred to as frame frame "C" type)
500 : Frame for horizontal wall for fastening (hereinafter, referred to as frame frame "R" type)
600 : frame frame for double hook (hereinafter referred to as frame frame "hem" type)
700 : fastening bracket for internal wall

Claims (2)

A long mud bolt hole 101a is formed at one side of a long nut 101 having a predetermined length and is fastened to one side of a long nut 101a having a predetermined length at both ends thereof, And a long nut fastening bolt 105 having a predetermined length is fastened to the fastening hole 101a of the long nut 10 by a mood bolt 102 on the side wall 101b,

A frame type "A" 100 having a structure in which an adjustment bolt hole 104 'formed in the middle of a long nut fastening bracket 104 is fastened with a long nut assembly nut 103;
A horizontal load groove 201 'formed horizontally in the middle of a rubber plate of a certain standard and having a horizontal load groove 201' formed at a corner and a fastening bracket bolt hole 201 ' Vertical load grooves 202 'having a depth of 15 mm vertically are formed in the middle of the inside of the rubber plate of a certain standard to be in contact with the packing 201. Vertical load grooves 202''are formed in the corner portions of the vertical load grooves 202'202); A tread hole 203 'formed on a horizontal angle surface in a unitary manner with a vertical angle surface to which a fastening bolt 203' passing through the fastening bracket bolt hole 201 'of the horizontal rod groove 201 is fixed, And a fastening bracket bolt hole 204 'formed in a corner portion of a vertical angle surface which is in contact with the bolt-attached angle bracket 203 and which are formed integrally with the bolt- A crossing bracket module 200 comprising an angle bracket 204 formed with a rounded notched hole 204 'formed therein and a fastening nut 205 fastened to the bolted angle bracket 203;
An end plate 1 having a diameter of 7 mm and provided with a predetermined length is provided with a load-bearing half-metal angle bracket 2, which is formed integrally with the rod-fastening sockets 2 ' And the flat pillar-shaped flat pillar 3, which is formed integrally with the rod clamping squeeze socket 3 "at the other end of the FFP glass rod 1a, is formed with two flattened pores 3 ' Frame frame "I"
A Fulcrum angle bracket 2a having a 7 mm diameter 7 mm diameter Fulcrum rod 1b formed at one end thereof with a flatted hole 2a 'formed on a horizontal surface and a vertical plane integrally with the rod clamping sockets 2a' And a vertical hooking metal fitting 4 having a vertical hooking groove 4 'formed in a horizontal plane integrally with the rod clamping squeeze socket 4''is fastened and pressed to the other end of the FMP glass rod 1b, Quot; die "400;
An end plate 2b having a horizontal and vertical perforations 2b 'formed integrally with the rod clamping sockets 2b' is formed at one end of the Fp alpina glass rod 1c having a diameter of 7 mm and provided with a predetermined length And at the other end of the FFP glass rod 1c, a horizontal frame metal member 5 having a vertical hooking groove 5 'formed integrally with the rod clamping sockets 5' Type "
A horizontal hook metal bracket 5a, which is formed integrally with the rod clamping sockets 5a " in a vertical plane and formed with a horizontal groove and a groove 5a ', is integrally formed at both ends of a 7 mm diameter Frappy glass rod 1d, A frame "shape "
And a locking bracket (700) for a supporting wall in which a horizontal hook groove (6 '') is integrally formed on the horizontal plane of the to-be-warp bracket angle bracket (6) Frame frame. A first step of arranging the outer wall semi-circular loess bricks (30) with a cement mortar by one-stage piling, with one side outer wall of the proof wall (20) being based on the loess bricks (50) for the corner pillars at the corner of the foundation slab (10);
In the semicircular loess brick 30 for the outer wall joined to the brick wall 50 for the corner pillars and the bearing wall 20 in the first step, the frame frame "I" And the vertical wall of the load bearing wall bracket 2 is formed on the load bearing wall 20 so as to form a tabular perforation 2 ' The "I" -shaped Frappy glass rod 1a is arranged so as to pass through the recessed portion of the semicircular loam bricks 30 for the outer wall so that the corner pillar covers the flat metal pieces 3 and the tabular metal pieces 2, (3 ';2') with a nail (7);
From the floor of the foundation slab 10 spaced 3 to 5 cm apart from the inner side of the semicircular loam bricks 30 for the first-stage outer wall adjacent to the loess bricks 50 for the corner columns of the first- A long nut fastening bolt 105 fastened to the long nut fastening bracket 104 is fastened to the long nut fastening bracket 104 formed at the lower end of the frame 100 ' ) Is fitted to the fastening hole 101a at the lower end of the long nut 101 at a predetermined height and then inserted into the fastening hole 101a at the upper end of the long nut 101 by a mop bolt 102 to the bottom of the base slab 10 by means of a tumbling nail 7 on the tabular perforations 104 "formed on both sides of the long-nut fastening bracket 104;
The frame type "D" type 400 is disposed adjacently along the inner row of the outer wall semicircular loess bricks 30 having a height of one level stacked from the loess bricks 50 for the corner pillars in the first step to the load bearing walls 20, , The holding wall bracket 2a provided on the rod fastening squeezing socket 2a " pressed to one end of the FMP rod rod 1b of the frame type " ) Of the horizontal hook fitting 5 provided in the rod clamping sockets 4 "pressed on the other end of the F-Alpigraph rod 1b of the frame type" A fourth step of using the horizontal hook groove 5 'to fasten the frame frame "provided in the third step " to the vertically installed Frappy glass rod 1 of the" mold "
A frame type "multi" type 400 installed adjacently along the inner row of the outer wall semicircular loam bricks 30 having a height of one level stacked from the loess bricks 50 for the corner pillars to the load bearing walls 20 in the first step, A step of installing a framing frame "R" -shaped type 500 at a groove portion of an inner wall rectangular obtus-brass block 40 which is piled up to a bearing wall along an EF- The holding wall bracket 2b provided on the rod clamping sockets 2b "pressed on one end of the Fp Alpagrass rod 1c of the bracket 500 is fixed to the load bearing wall 20 using the nail pin 7 And the horizontal hook groove 5 'of the horizontal hook metal fitting 5 provided on the rod clamping sockets 5''pressed on the other end of the Frazier frame rod 1c of the frame frame' A fifth step of attaching to another frame frame "d" 500 'orthogonally installed to the frame frame "or"
At the intersection of the Fp Alpagrass rod 1 of the mold frame 100 installed in the third step and the Fp Alpagrass rod 1b of the mold frame 400 mold installed at the fourth step, The vertical load groove 202 'of the vertical load groove packing 202 is provided with an FFP glass rod 1' in which the frame 100 'is vertically installed, , And the horizontal load groove 201 'of the horizontal load groove 201 is fitted with the FFP glass rod 1b horizontally installed in the frame structure 400 of the fourth step And a plurality of tapered pores 203 'formed in the horizontal portion of the horizontal rod face 201' integrally with the vertical angle surface to which the fastening bolts 203 'passing through the fastening bracket bolt holes 201' of the horizontal rod groove 201 '") Is formed on the side of the bolt 203; And an angle bracket 204 'formed integrally with a corner of the horizontal angle side 204''formed integrally with the bolt holes 204' formed at the corner of the vertical angle side to be engaged with the bolt-attached angle bracket 203, And the bolts 204 are fastened to the fastening bolts 203 'of the bolt-attached angle brackets 203 with the fastening nuts 205 and then bolted onto the half-circle yellow bricks 30 for the outer wall and the half- A sixth step of fixing the angle brackets 203 and the angle brackets 204 to each other with the nail holes 7;
The frame-like shape "I" -shaped (300) and the framed structure (30) are formed on the respective widthwise gaps where the outer wall semi-circular yellow brick (30) and the inner wall rectangular yellow brick A seventh step of installing a frame frame "shape" 600 between the longitudinal fpalglas rods 1a and 1c of the frame " A seventh step of mounting the horizontal hooking grooves 5a 'of the horizontal hooking metal fittings 5a formed on the vertical surface integrally with the rod clamping sockets 5a "on both ends of the Alpigas rod 1d;
The outer side wall of the other side of the proof wall 20 based on the loess bricks 50 for the corner pillars to be joined to the corner of the foundation slab 10 in the first stage is also subjected to the eighth ;
In the construction steps 1 to 8, the inner walls of the load-bearing walls 20 are made of only the load-bearing walls 20, so that the load-bearing walls 20 are separated from the load- A frame structure 300, a frame frame 400, a frame 400, and a frame frame 400 are formed on the upper surface in the longitudinal direction in which the rectangular yellow clay block 40 is assembled after one stage of stacking on the slab 10, The rectangular ocher bricks 400 are arranged in a width of 100 mm within a width of 130 mm at regular intervals between the FFP glass rods la (1b; 1c) provided in one of the two frame structures 500 selected from the ' After the frame "mold " 600 is attached to the frame, a horizontal hook groove 6" is formed on the horizontal plane of the Fp Alpi glass rod 1a (1b; 1c) of the frame frame adjacent to the load- , And a bearing wall body (6 ') which is fastened to the fastening bracket (700) Bracket 700 includes a ninth step of fixing to the load bearing peg (7) Compression to 20;
A semicircular gypsum brick 30 for an outer wall, an ocher brick 40 for an inner wall, an ocher brick 50 for a corner post, and a glazed brick 50 for a corner post, which are installed or fixedly installed by performing the construction steps of the first to eighth steps, The upper part is repetitively combined with the cement mortar so as to form a frame frame of the " A " type (" The long nut fastening bracket 104 is first fixed to the lower part of the roof frame with the tongue nail 7 as a means for adjusting the vertical height of the top of the Fp Alpigraph rod 1 assembled with the mud bolts 102, The length of the long nut fastening bolt 105 is adjusted by adjusting the length of the long nut fastening bolt 105 after the length of the long nut fastening bolt 105 is adjusted by tensioning the length of the long bolt fastening bolt 105, Type mold 100 is finally provided to the tenth step Construction method of a building using the yellow soil brick crude framing frame for improved vibration resistance to to.

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