KR100352334B1 - Lattice type form for filling mortar and method for tile-construction work by use thereof - Google Patents

Abstract

The present invention relates to a mortar-filled lattice formwork for constructing building materials such as tiles on building walls and floors, and a tile construction method using the same. According to the present invention, a plurality of pillars are placed at predetermined intervals, and the plurality of intermediate horizontal members and the upper and lower horizontal members are coupled to the pillar materials at intervals of the sum of the tile length and the width of the joint between the pillar materials, and the intermediate horizontal members and the upper and lower horizontal members. After joining a plurality of vertical members therebetween, insert various spacer spacers and silicon backing materials into the insertion grooves of the middle horizontal member, the upper and lower horizontal member and the vertical member, and finish the outer edges with the copper material to form the grid formwork body. The tile is mounted on the formwork, the rail is fixed on the upper part of the building wall to be constructed, and the guide angle is fixed to the lower part by a connecting hardware, so that the plurality of the formwork is inserted into the mold by floating the mortar covering thickness from the building wall. Using the hanger hardware attached to the formwork column and the column latch, the rails and guide angles are fixed and fixed. To fill the mortar in the mortar charge pump, and after curing of the mortar hanger hardware and column re-separate the hook hinge, dissolution, there is provided a mold and a tile construction method of the method of separating a grid-like mold from the tiles attached to a building wall.

Description

Mortar type filling for mortar and method for tile-construction work by use

The present invention relates to a mortar-filled lattice formwork and a tile pasting method using the same for constructing building materials such as tiles on the wall surface and floor of a building, and more specifically, a plurality of pillar materials (1) and a plurality of intermediate horizontal materials ( 4) The upper and lower horizontal member 5, the vertical member 6, and the copper member 7 are assembled with bolts and nuts 16 and 16 'to form a grid formwork body, and various spacers 18, 19, 20 and a lattice-shaped formwork formed by inserting the silicon backing material 21, the building wall 9 using a plurality of the above-mentioned lattice-shaped dies and hangers 2 and the like in which a plurality of tiles are inserted. The present invention relates to a construction method of attaching a tile by supporting and binding to a tile.

In general, when the inner wall tile attachment method of the conventional tile construction field is roughly classified, it is classified into a stacking method, a pressing method, an improved pressing method, an adhesive material attachment method and the like.

However, this method is a method that has been in use for a long time since the filling method of the mortar on the back of the tile is a perfect method, but there is a risk of defects such as damage and dropping of the tile due to freezing in the case of poor filling of the mortar on the corners or corners of the tile. Crimping and improvement Crimping method is a method developed to compensate for the weakness of the backfill, which is a disadvantage of the stacking method, and is applied by applying plastering in advance to apply thinning mortar after mortar curing. However, there is a fear of mass peeling if 30 minutes have passed after the insufficiency of pressing or mortar coating, and the adhesive paste method is the most recently developed method. Method that hardly peels off tiles by attaching tiles Or construction cost and time are much avail.

In order to solve the above problems, the present applicant has filed as Korean Patent Application No. 9104 (hereinafter referred to as "first application") of March 18, 1999, and the present invention has been invented by differently configuring the above-mentioned application.

That is, the prior application has a configuration in which the grid formwork and the fixing means for fixing the grid formwork to the wall of the building on one side, but the present invention consists of a configuration that can be applied to the fixing means.

The present invention is to solve the problems described above when using the building materials, such as tile 110, when the tile construction on the wall and floor of the building a plurality of pillars 100, the middle horizontal material 104, the upper and lower horizontal materials ( 105, the vertical member 106 and the copper member 107 and 108 are assembled with bolts and nuts 116 and 116 ', and then the various spacers 118, 119 and 120 and the silicon backup member 145 are horizontal members 104, The plurality of tiles 110 are inserted into and fixed to the respective insertion grooves 137 of the 105 and the vertical member 106 to form a lattice form skeleton, and the plurality of tiles 110 are exposed to expose the latching jaw 123 of the inserted and fixed spacers. After fixing the grid-shaped formwork main body on the building wall 109 or the floor slab 145 by using the attached hardware such as the hanger hardware 102, the column latch 129 and the connecting hardware, the mortar charging pump ( By filling the filling mortar 125 into the space between the formwork and the building matrix to provide a construction method to attach the tile (110), The present invention provides a mortar-filled lattice formwork and tile attaching method which can quickly construct an area and provide a flat and accurate construction surface even after construction, which can shorten the construction period and prevent the peeling and dropping of tiles in advance. There is a purpose.

Applicant has completed the present invention as a result of earnest research to provide a mortar-filled lattice formwork to improve the appearance and adhesion strength and work efficiency of the high tile construction and reduce the tile construction cost.

1 is a perspective view showing an assembled state of a lattice formwork of an embodiment;

2 to 5 is a perspective view of the assembly of the pillar member, the cylindrical member, the connecting pin and the clip for the connecting pin of one embodiment.

6 to 7 are perspective views of the assembly of the support hardware and the mortar prevention cap of one embodiment.

8 is a perspective view of an intermediate horizontal member of one embodiment.

Figure 9 is a perspective view of the upper, lower horizontal members of one embodiment.

10 is a perspective view of a vertical member of one embodiment.

Figure 11 is a perspective view of the upper and lower end of the copper material of one embodiment.

13-15 are perspective views of various spacer members in one embodiment.

16 to 17 are perspective views of the foamed polyethylene backup member of one embodiment.

18 to 19 is a perspective view of the hook hook and hook hook of the embodiment;

20 is a longitudinal cross-sectional view of the connecting hanger of one embodiment.

21 is a perspective view of a mortar penetration tube of one embodiment.

Figure 22 is a longitudinal cross-sectional view of a state bonded to the building body using a grid formwork connecting hanger frame of one embodiment.

FIG. 23 is a plan view taken along the line A-A of the embodiment of FIG. 22; FIG.

24 is a plan view cut along the line B-B of the embodiment of FIG.

25 is a front view showing only the joint of the embodiment of FIG. 24;

Figure 26 is an assembled cross-sectional view of the pillar member and the cylindrical member of one embodiment.

27 is a perspective view showing the assembled state of the intermediate horizontal member and the vertical member of one embodiment.

FIG. 28 is a cross-sectional view illustrating an assembly state of a lower horizontal member and a horizontal edge member according to one embodiment; FIG.

29 is a cross-sectional view showing a bonding state of the horizontal member and the vertical edge member in one embodiment.

30A to 30D are cross-sectional views showing the steps leading to dismantling of the bundle of hook hooks in one embodiment.

Figure 31 is a perspective view showing a bonding state of the connecting hanger frame and the pillar material of one embodiment.

32 is a perspective view showing an assembled state of a lattice formwork of another embodiment.

33 is a partial perspective view showing an assembled state of a lattice formwork of another embodiment.

34 to 37 is a perspective view of a pillar, a hanger hardware, connecting pins and clips of another embodiment.

38 to 39 are perspective views of an intermediate horizontal member and the upper and lower horizontal members of another embodiment.

40 to 41 is a perspective view of the vertical member and the copper material of another embodiment.

42 to 44 are perspective views of the connecting hardware, the guide angle and the rail of another embodiment.

45-48 are perspective views of various spacers and silicon backup materials of another embodiment.

59 to 52 is a perspective view of the support hardware of another embodiment, a bundle of hook hook, hook hook and mortar penetration prevention tube.

53 and 54 are perspective views of the column latch and the adjustment screw of another embodiment.

The perspective view which shows the structure and binding state of the wall support part racket of another embodiment.

56 is a longitudinal sectional view showing a process of installing a lattice formwork of another embodiment on a building wall in conjunction with a hanger hardware and a guide angle;

57 is a detailed cross-sectional view of the rail and the joining process using the lattice formwork hanger hardware of another embodiment.

58A to 58C are detailed cross-sectional views of various methods of supporting and binding the lower end of a pillar of a lattice formwork to a building wall in another embodiment.

59A-59B are detailed cross-sectional views of various methods of supporting and binding a lattice formwork to a building wall during construction of a floor tile in another embodiment;

60A to 60D are longitudinal cross-sectional views illustrating a process of joining and dismantling a lattice formwork of another embodiment with an upper rail and a lower guide angle.

61 is a perspective view showing the assembled state of the intermediate horizontal member and the vertical member of another embodiment.

62A to 62C are cross-sectional views illustrating a process of binding and dismantling a bundle of connecting hooks and supporting hardware of a building wall according to another embodiment.

63 is an elevation view of a mortar charge pump and hose in another embodiment.

Explanation of symbols on the main parts of the drawings

1, 100: pillar material 2: cylindrical material

3, 103: supporting steel 4, 104: intermediate horizontal material

5, 105: upper and lower horizontal members 6, 106: vertical members

7, 107: upper and lower end of the copper material 8, 108: left and right end of the copper material

9, 109: building walls 10, 110: tiles

11, 111: hook hanger 12, 112: hook hanger bundle

13, 113: anchor 14, 114: connecting pin

15, 115: Connecting clip 16,16 ', 116,116': Bolt, nut

7, 117: screw 18, 118: cross spacer

19, 119: straight spacer 20, 120: vertical spacer

21: silicone pad

22, 122: convex expanded polyethylene backing

22 ': Vandal foam polyethylene backing 23: Mortar penetration cap

24, 124: mortar penetration tube 25, 125: filling mortar

26, 126: hook hole 27, 127: anchor hole

28: mortar injection hole 29: silicon pad insertion hole

30: screw connection hole 31: left and right corner groove

32: hole for carbon filament wire connection 33: binding ring

34: carbon filament wire 35: insertion groove

36: Up and down movement dial 37: Upper hook

38: lower hook 39: vertical through hole for forward and reverse

40: acryl guide 41: screw rod for moving up and down

42: Shanghai copper nut 43: nut moving groove

44: acrylic bonding bolt 45: vertical rejoining groove

46, 139: motor 47, 140: mortar charge pump

48, 141: mortar stirring tank 49, 146: mortar transfer hose

102: hanger hardware 123: galling jaw

128: knife anchor 129: pillar hook

130: guide angle 131: adjustment screw

132: adjusting screw dial 133: bracket for wall support

134: insertion horizontal member 135: clamp

136: latching groove 137: insertion groove

138: bolt hole 142: rail

143: connecting hardware 144: slab

145: Silicone Backup Material

In one aspect of the present invention for achieving the above object, in the grid-shaped formwork for tile construction, a plurality of pillar material (1) having a hole to be the main body of the formwork, and the coupling hanger fixed to the pillar material (11), a die body composed of a plurality of cylindrical members (2) coupled in the vertical direction to the hole of the pillar member, and a plurality of H of Figure 2 coupled to the pillar member (1) in the vertical direction at a predetermined interval. Left and right sides inserted and coupled to the ends of upper and lower flat materials 7 and intermediate horizontal members 4 and upper and lower horizontal members fitted to the beam-shaped intermediate horizontal member 4 and the upper and lower horizontal members 5, respectively. The copper material (8), the plurality of vertical members (6) coupled in the vertical direction between the horizontal members, and the cross-shaped, straight and fixed to the intermediate horizontal member (4) and the upper and lower horizontal members (5) and the vertical member Vertical spacer members 18, 19 and 20, and the intermediate horizontal member The convex concave-convex foamed polyethylene backing material 22 and the semi-moon-shaped foamed polyethylene backing material 23 bonded and fixed on the vertical member and the silicone pad 21 on the horizontal member are formed. The plurality of holes are formed and arranged at predetermined intervals, the plurality of cylindrical members are fitted into each of the pillar member 1 is formed with a plurality of holes and coupled with the connecting pin 14 and the connecting clip 15 is large Forming the main body of the pouch, the middle plurality of horizontal members are coupled by a bolt 16 and a nut (16 ') at intervals of the sum of the width and the joint of the tile in the vertical direction and the pillar (1) of the main body, The lower horizontal member is coupled with the bolt 16 and the nut 16 'at the sum of the width and the joint of the tile, and the vertical member 6 has a connection groove (45) formed in the horizontal member between the upper and lower horizontal members. Combine tile width with joint width It is fitted in the connecting groove 15 at intervals and coupled to the hole formed in the lower portion and the upper portion of the connecting pin clip 15, and the upper and lower copper material (7) is coupled to the upper and lower horizontal members by screws. , The left and right edge member 8 is screwed to the ends of the intermediate horizontal member 4 and the upper and lower horizontal members, respectively, the cross-shaped spacer member 18 is inserted at the point where the intermediate horizontal member 4 and the vertical member intersect. It is coupled to the groove 35 and the straight spacer member is coupled to the insertion groove 35 of the left and right ends of the intermediate horizontal member (4), the vertical spacer member is the upper and lower horizontal members and (5) and the vertical member The convex concave-convex foamed polyethylene backing material 22 is inserted into and coupled to the interior and exterior of the vertical member 6 at the point where the intersecting points 6 intersect. 18) or between the cross spacer member 18 and Inserted and coupled between the magnetic spacer member 19, the half-moon foam polyethylene backing material is fixed on the vertical member (6), the coupling member and the formwork and the support hardware (3) of the building wall to the column member (1), The structure of the tile construction using the grid-shaped formwork formed by the connecting hook frame 11 with the lower linking hooks 37 and 38 fitted into the cushioning acrylic plate 51 and joined by bolts. Drilling a hole for inserting the anchor into the building wall (9) and inserting the outer shell of the anchor (13), and the supporting wall (3) in which the mortar intrusion prevention cam (23) is built is anchored to the wall surface of the building (13). Attaching and fixing to the carbon filament wire engaging hole 32 in the insertion groove 35 of the starting intermediate horizontal member 4 from the carbon filament wire engaging ring 33 attached to the inside of the intermediate horizontal member 4 of the formwork. Pass through the back of the tile (10) Connecting the coupling ring 33 of the plain material 4 to prevent the tile from falling off, and connecting the grid-shaped formwork in which the tile is inserted from the wall of the building by the thickness of the mortar to cover the hinge of the supporting hardware 3 The column connecting bolt 52 is used by inserting the cushioning acrylic plate 51 into the column member 1 at a position where the connecting latch access hole 26 of the hole 26 and the vertical member 6 coincide in a straight line. Step of engaging the connecting hook frame 11, the lower hook bracket (38) of the hook hanger hook of the hook is completely entered into the access hole 26 of the support hardware (3), the upper and lower hook bracket Rotate the movement dial 36 to lower the overall hook hanger so that the lower hook 38 snaps into the lower jaw of the access hole 26 of the support hardware 3 and then lowers the lower hook 38. Upper hook of the hook hanger in the secured upper space Coupling and fixing the reinforcing support hardware of the building wall and the grid formwork by pushing the fitting 37, and injecting the mortar with the mortar conveying pump 47 between the building wall surface and the tile back surface; When the curing time elapses, the upper and lower hooks (37 and 38) of the hook hanger in the reverse order of the coupling fixed to disassemble the formwork from the building wall, characterized in that the wall surface of the building Provides a way to construct tiles.

Another invention for achieving the above object, in the mortar-filled formwork for installing the tile on the wall or floor of the building, a plurality of pillar material (100);

A plurality of intermediate horizontal members 104 and upper and lower horizontal members 105 coupled to the pillar member 100 in a vertical direction at predetermined intervals;

A plurality of vertical members 106 coupled in a vertical direction between the plurality of horizontal members 104 and 105;

Upper and lower end materials (107) inserted into and coupled to the upper and lower horizontal members (5); Left and right flanks 108 coupled to the ends of the upper and lower horizontal members 105 and the intermediate horizontal members 104, respectively;

A cross spacer 118 inserted into the insertion groove 137 of the intermediate horizontal member 104 where the intermediate horizontal member 104 and the vertical member 106 intersect vertically;

A linear spacer 119 inserted into both end insertion grooves 137 of the intermediate horizontal member 104;

A vertical spacer 120 inserted into an insertion groove 137 of the upper and lower horizontal members 105 where the upper and lower horizontal members 105 and the vertical member 106 vertically intersect;

A silicon backup material 145 inserted into the insertion groove 137 of the intermediate horizontal member 104 and the vertical member 106;

A rail material 142 installed on the building wall 109 and inserted into and bound with the hanger hardware 102 at the upper end of the pillar material 100 of the formwork;

A guide angle 130 installed at the lower end of the building wall 109 to be inserted into and coupled with the pillar latch 129 at the lower end of the pillar 100;

Four angle frame-shaped guide angle 130 is attached to the formwork pillar 100, the lower end of the pillar hanger 129 is inserted, bound to the control screw 131 is in close contact with the building wall;

A connection latch frame 111 attached to the pillar material 100 for coupling the formwork with the supporting hardware 103 of the building wall 109;

A wall support bracket 133 connected to the formwork pillar 100 by inserting the insertion horizontal member 134 into the tile 110 of the building wall 109 for the floor tile construction using the formwork; And

As it is composed of a connecting hardware 143 is fixed to the sleeve anchor 113 to the building wall surface 109 in order to combine with the formwork pillar 100 when the floor tile construction,

The plurality of intermediate horizontal members 104 and the upper and lower horizontal members 105 are vertically coupled to the column member 100 at intervals of the sum of the lengths and joint widths of the tiles 110 to be constructed, and the plurality of vertical members 106. Is inserted into and coupled between the intermediate horizontal member 104 and the intermediate horizontal member 104 and the upper and lower horizontal member 105, the cross-shaped spacer in the insertion groove 137 on the intermediate horizontal member 104 and the upper and lower horizontal member 105 118, the straight spacer 119 and the vertical spacer 120 are inserted, and the tile 110 is inserted into the spacer to expose the latching jaw 123 to fix the position of the tile, and the width of the joint is fixed. And the silicon backup material 145 is inserted between the spacers 118 and 119 coupled to the insertion groove 137 on the intermediate horizontal member 104. In the case of the vertical member, the silicon backing member 145 is inserted into the space of the insertion groove 137. Inserting the backup material 145 to prevent leakage of the charging mortar 125 during the mortar filling operation In addition, the pillars 100 of the grid-shaped formwork and the connecting pins, clips 114 on the rails 142 coupled to the connecting hardware 143 fixed by the sleeve anchor 113 at predetermined intervals on the building wall 109. , 115, and inserts and fixes the protrusions of the hanger hardware 102 coupled to the bottom of the building wall 109, the guide angle 130 coupled with the connecting hardware 143 fixed by the sleeve anchor 113 pillar It is inserted and fixed in the latch 129, and the four guide angles 130 with the adjustment screw 131 attached to the floor of the building slab at predetermined intervals are connected to each other by bolts and nuts 116 and 116 '. By constructing a frame and adjusting the four-frame frame with the adjustment screw 131, the end of the screw rod is closely supported on the building wall 109, the fixed angle of the guide angle 130 and the pillar of the grid formwork Is to bind the hook (129),

The mortar penetration prevention tube 124 is inserted between the support hardware 103 fixed by the knife block anchor 129 and the grid 110 form the tile 110 to the building wall 109, and bolts to the pillar 100. After connecting the bundle hanger 112 in the coupling hanger frame 111 coupled to the 116 into the connection hanger hole 126 of the supporting hardware, the bundle hanger is lowered to the bottom to support iron and the bundle hook Bind the hooks, and when separating the grid formwork is carried out in the reverse order to separate the formwork from the supporting hardware fixed to the building wall 109,

The wall support bracket 133 connected to the insert horizontal member 134 inserted into the tile joint of the building wall 109 by the clamp 135 is fixed to the pillar member 100 of the formwork, thereby forming the tile 110 of the formwork. Filling the mortar 125 for filling in the space between the floor slab 144, the floor tile is to be constructed,

Bonding fixture 143 and the pillar 100 of the formwork are fixed to the lower end of the building wall 109 by the sleeve anchor 113 at predetermined intervals, and between the formwork tile 110 and the floor slab 144. Filling the filling mortar 125 in the space of, provides a mortar-filled lattice formwork and method configured to construct a floor tile.

A plurality of formwork pillars in which the tile 110 is fitted such that the jaws 123 protrude from the spacers 118, 119, and 120 inserted into the insertion grooves 137 of the various horizontal members 104 and 105 of the lattice formwork. The connecting hardware 143 is fixed to the building wall 109 by the sleeve anchor 113 at predetermined intervals to fit the height of the hanger hardware 102 inserted and coupled to the upper part of the ash 100, and the connecting hardware 143 and The rail 142 is spaced from the surface of the building wall 109 by the thickness of the filling mortar 125 and bound to the bolts and nuts 116 and 116 ', and the lower end of the building wall 109 is the column latch 129. Binding the connecting hardware 143 and the guide angle 130 so that the guide angle 130 is inserted into the), and the projection of the hanger hardware 102 to the inside of the rail 142 by lowering the grid-shaped formwork is inserted into the tile In the groove, the vertical portion of the lower guide angle 130 is coupled to the formwork by inserting it into the inner space of the column latch 129, and the grid Filling the filling mortar 125 with a mortar charging pump 140 in the space between the tile 110, the back surface and the building wall 109 surface inserted into the formwork, the guide angle 130 when curing of the filling mortar 125 is completed From the connecting hardware 143, the upper hanger hardware 102 is separated from the rails 142, respectively, and the grid formwork is formed by the process of demolding separation from the tile 110 attached to the building wall 109 It provides a method for attaching the tile 110 to the building wall 109 characterized in that.

The invention according to one aspect of the present invention will be described in detail below with reference to the accompanying drawings.

1 is a perspective view showing a state of assembling the lattice formwork, a plurality of pillar materials (1) having a plurality of holes formed at predetermined intervals in the pillar material (1) at a predetermined interval and a predetermined interval between the cross pillar materials in the horizontal direction It is a main body configured by connecting a plurality of cylindrical materials (2) through the holes formed in the plurality of pillar materials (1) to prevent warping of the entire formwork, horizontally at the interval of the sum of the width and the joint width of the tile (10) A plurality of intermediate horizontal members 4 and upper and lower horizontal members 5 coupled to the pillar member 1 which is the main body in the direction and formed with a plurality of silicon pad insertion holes 29 and a plurality of silicon pad insertion holes 29; The upper and lower edge members are inserted into the vertical members 6 fitted into the connecting grooves of the plurality of intermediate horizontal members 4 or the upper and lower horizontal members 5, and the upper and lower edge members are attached to the upper and lower horizontal members 5, respectively. Screwed to the ends of the upper and lower horizontal members, respectively A lock screw hole 30 is formed, and the left and right edge materials having grooves 19 formed to fit the upper and lower horizontal members and the intermediate horizontal members, and the insertion grooves at the point where the intermediate horizontal member 4 and the vertical member intersect ( A cross spacer member 18 positioned at 35, a straight spacer 18 positioned at an insertion groove 35 at the left and right end portions of the intermediate horizontal member 4, and the upper and lower horizontal members 5 and the vertical member ( 6 shows an assembling state of the form body composed of a vertical spacer member inserted into and out of the vertical member 6 at the point where 6) intersects. The rectangular space partitioned by the various spacer members indicates that the tile is to be positioned, and the silicon pad 21 insertion holes 29 are formed in the middle horizontal member 4 and the upper and lower horizontal members 5, The purpose of the pad 21 is to prevent the surface of the tile from directly contacting the metal surface of the horizontal member and to fix the position of the tile.

2 to 5 in FIG. 2 shows a part of the pillar member 1, FIG. 3 shows a position where a part of the through member 2 and a hole are formed, and FIG. 4 is for fixing the pillar member and the penetrating member. 5 is a clip 15 for fixing and coupling the pillar member 1 and the penetrating member 2 with the connecting pin 14. Referring to the cross-sectional view of Fig. 26 shown and assembled using the member, the cylindrical member 3 is inserted into the through-holes on both sides of the column member 1 in the order of the creep of Fig. 5 from the pillar member of Fig. After connecting the connecting pin hole of the ash and the cylindrical material, the connecting pin 14 is inserted from the rear side of the pillar toward the front and the clip 15 is inserted into the hole of the connecting pin located at the end of the connecting pin. .

6 to 7 is a perspective view of the support hardware (3) for supporting the formwork on the building wall and Figure 7 is a perspective view of a mortar penetration cap 23 is inserted into the support hardware (3), Figure 6 is formed in the support hardware (3) to connect the building wall and the formwork, the connecting hook entrance hole 26 is formed and the hole 28 is formed so that the mortar flows into the support hardware (3), the support Holes 27 are formed in the upper and lower parts of the hardware to form holes 27 for inserting anchors using electric drills on the walls 9 of the building, thereby preventing the penetration of mortar after inserting the sheath of the anchor 13. It shows a member fixed to the wall of the building with the support hardware 3, the cap 23 is built in the anchor (13).

FIG. 8 is a perspective view of the intermediate horizontal member 4, which is a member coupled to the column member 1 by bolts 16 in a horizontal direction perpendicular to the pillar member 1, wherein the intermediate horizontal member 4 is formed of various spacer members and polyethylene in the middle portion. Inserting grooves 35 into which the foamed backup material 22 can be inserted, and a pair of joining grooves 44 to vertically and vertically fit the vertical members 6 in the up and down directions, respectively, and the cushioning of the tiles and To support the position, the tile is removed from the mold as shown in Figs. 28 and 29, and the silicon pad hole 29 into which the silicon pad 21 is inserted and as shown in Fig. 24 (cross section BB). The intermediate horizontal member 4 in which the carbon filament insertion hole 32 into which the carbon filament line 34 is inserted is processed beforehand is shown.

9 is a perspective view of the upper and lower horizontal member (5), which is coupled to the horizontal member positioned at the top and bottom of the formwork by the bolt 16 in the horizontal direction perpendicular to the upper and lower ends of the pillar (1) As a member, the upper and lower horizontal members 5 and the plurality of screw coupling holes 30 and the silicon pad insertion holes 29 for coupling the upper and lower edge materials 7 as shown in FIG. And the upper and lower horizontal members 5 in which a pair of vertical rejoining grooves 44 are pre-processed in the upper or lower portion according to the positions of the upper and lower horizontal members.

FIG. 10 is a perspective view of the vertical member 6, which is a member connecting the intermediate horizontal member 4 with the intermediate horizontal member 4 and the upper or lower horizontal member 5, as shown in FIG. 27. FIG. ) Is a vertical member 6 which is vertically coupled between the intermediate horizontal member 4 or the upper and lower horizontal members by inserting the rear wing portion of the vertical member 6 having the upper and lower holes formed therein into the clip 15. The vertical spacer 20 of the shape of FIG. 15 is inserted into the end of the vertical member coupled to the upper and lower horizontal members, and the vertical member to be matched with the connection latch access hole 26 of the supporting hardware 3 of FIG. (6) The hook hook access hole 26 is processed in advance, and the polyethylene foam backing material 22 shown in FIG. 17 attached and bonded to the vertical member by an adhesive material has a hole through which the hook hook passes. Formed.

11 to 12 are perspective views of the edge member 8 coupled to the left and right ends of the vertical member 6 upper and lower parts and the horizontal member 5 with screws, and the edge member is intended to prevent the tiles from being separated from the formwork. The upper and lower edge member 7 is installed as a member for partitioning the outer periphery of the lattice formwork, and the upper and lower horizontal members 50 have screws 17 in the upper and lower horizontal members 50, and Combined together, the left and right edge member 8 is coupled to the screw coupling hole 30 with the screw 17 at the ends of the intermediate horizontal member 4 and the upper and lower horizontal members 5 as shown in the cross-sectional view of FIG. The corner member is shown.

13 to 15 are perspective views showing various spacers, the spacers being different in shape, but the purpose of use is for the purpose of maintaining the joint spacing between the tiles 10 and 10, the cross-shaped spacer 18 The use position is inserted into the insertion groove 35 of the intermediate horizontal member 4 where the intermediate horizontal member 4 and the vertical member 6 intersect, and FIG. 14 is a straight spacer member 19, which is an intermediate horizontal member. Inserted into the insertion groove 35 of the both ends of (4) and Figure 15 is a vertical spacer member 20, a variety of spacers that are fitted across the inside and outside of the vertical member 6 of the upper and lower ends of the vertical member (6) The member is shown.

16 to 17 is a perspective view showing the shape of various polyethylene foam backup material 22, the role of the backup material is the purpose of preventing leakage of the injection mortar 25 to the joint that is the gap between the tile 10 and the tile. The convex concave-convex polyethylene foam backup material 22 of FIG. 16 is inserted into the preformed insertion groove 35 of the intermediate horizontal member 4 between the spacer members 18 and 19 of FIG. 15. 17 shows a backing member formed with a connecting clasp entrance hole in the half-moon polyethylene foam backup material 22 'and bonded to the front protrusion of the vertical member 6 with an adhesive.

18 is a perspective view of the connecting hanger 11, a plurality of pillars in the vicinity of the through member (2) installed on both sides of the pillar member (3) outside of the formwork as shown in FIG. Coupling is fixed, the upper and lower coupling hooks (37, 38) are built into the coupling hook bundle (12) in the coupling hook frame (11) for coupling the grid formwork to the supporting hardware (3) of the building wall surface. have.

Fig. 19 is a perspective view of the bundle of hooks, which is a hook bracket for fixing the formwork to the supporting hardware 3 of the building wall, the upper and lower movable dials 36, the upper hook 37, and the lower hook 38. And a hook hanger consisting of a forward and backward hole 39, a guide acrylic 40, an up and down movement screw rod 41, an up and down movement nut 42, and an acrylic bonding bolt 43. have.

20 is a longitudinal cross-sectional view of the connecting hook frame, the main section function is to push the locking hook (38) to the front to move up and down when the moving nut 42 reaches the right end of the nut moving groove (43) The upper and lower movable screw rods 41 connected by rotating the dial 36 move the integrated hook bracket 12 of FIG. 19 having the movable nut 42 therein by the height of the upper latch 37. .

FIG. 21 is a perspective view of the mortar penetration prevention tube, and the hook-type latch 37 and the lower hook 38 are installed when the grid formwork is connected to the supporting hardware 3 installed on the building wall 9, and mortar is injected or cured. It is shown that the member is intended to be isolated from the injection mortar 25 so that the catches 37 and 38 can be easily detached from the supporting hardware 3 so as to be able to later die form.

22 is a longitudinal cross-sectional view showing a state in which the grid formwork is bonded to the building wall using the connecting hanger 11, the right side of the tile 10 in the longitudinal cross-sectional view as a part constituting the formwork pillar ( 1), cylindrical member (2), intermediate horizontal member (4), upper and lower horizontal member (5), vertical member (6), upper and lower edge member (7), left and right edge member (8), silicon pad ( 21, various spacers 18, 19, and 20, polyethylene foam backing material 22, tiles 10, and upper and lower latches 37, 38, and the building wall including tiles 10 9) as a member to reinforce the support hardware (3), the anchor shell and the anchor 13 and the mortar filling portion 25, the upper and lower latches (37) for coupling the support hardware (3) to the building wall (9) , The mortar penetration cap 23, the mortar penetration tube 24, etc., to prevent the mortar from contacting the mold 38, remain as part of the building wall when dismantling the formwork from the building wall 9 after tile construction. Thereby reinforcing the chukmul wall. The mortar injection is filled by filling the mortar filling section between the back of the tile and the building wall with the mortar injection hose installed in FIG. 35 in the upward direction.

FIG. 23 is a plan view taken along the line AA of FIG. 22, in which the connecting clasp 38 is connected to the supporting hardware 3 coupled to the building wall 9, and the supporting hardware 3 and the mortar penetration prevention cap 23 are shown in FIG. Bonding mode, the mortar penetrating prevention tube 24 inside the connecting clasp 38 is penetrated, between the intermediate horizontal material (4) and the tile 10, the impact pad and the silicone pad 21 for fixing the position of the tile The intermediate horizontal member 4 and the vertical member 6 are connected and clip-connected, the column member 1 and the cylindrical member 2 are connected, the connecting pin is inserted, and the clip coupling is shown.

FIG. 24 is a plan view of the BB line of FIG. 22, in which the arrangement of the cross spacer 18 and the polyethylene foam backup material 22 positioned at the joint between the tiles 10, and the carbon filament line form the tile 10 Intermediate horizontal member (4) or a plurality of carbon filament lines attached to the inside of the insertion groove 35 of the upper and lower horizontal member (5) in order to prevent separation from the coupling of the intermediate horizontal member (4) Starting from the ring ring 33, the carbon filament wire 34 in the insertion groove 35 of the intermediate horizontal member 4 passes through the coupling hole 32 and winds up the back surface of the tile 10 to form the other intermediate horizontal member 4. It shows the process of being coupled to the coupling link 33.

25 shows an arrangement of the cross spacer 18 and the foamed polyethylene backing material 22 inserted into the foamed polyethylene backing material insertion groove 35 of the intermediate horizontal member 4 and the holes 32 for joining the carbon filament wire 34. ).

26 is already mentioned in the description of FIGS. 2 to 5.

27 is already mentioned in the description of FIG. 10.

FIG. 28 is a view in which the upper and lower corner members 7 are joined to the upper and lower horizontal members 5 with the screws 17 and the silicon pads 21 are inserted into the upper and lower horizontal members 5 to insert the tiles 10. It shows the state of buffering and fixing.

FIG. 29 is a view of joining the left and right corner members 8 to the middle horizontal member 4 and the upper and lower horizontal member 5 with the screw 17, and the silicon pads 21 with the upper and lower middle member. Inserted into the horizontal member (5) shows a cushioning action and position fixing of the tile (10).

30a to 30d is a process of coupling and dismantling the upper hook 37 and the lower hook 38 of the hook hanger in the connecting hook mold 11 of the formwork to the building and coupled to the support hardware 3 (A), (b), (c), (d) is a cross-sectional view showing step by step.

The step of FIG. 30A is a preparatory step, in which both the upper clasp 37 and the lower clasp 38 of the bundle of the always-coupling hooks show no movement inside the coupling hook frame.

FIG. 30B shows a state in which the lower clasp 38 is completely entered into the access hole 26 of the supporting hardware.

Step of Figure 30c is the hook hook up and down, the high-speed dial 36 is rotated by the hook hook bundle is lowered entirely, so the lower hook 38 is in the lower jaw of the access hole 26 of the support hardware (3) It shows the state of being inherited.

The step of FIG. 30D shows a state in which the connecting operation is completed by pushing the upper latch 37 still in the connecting hanger into the upper space secured by the lowering of the lower latch 38. On the other hand, in the case of dismantling the connection job, the above procedure is reversed.

Fig. 31 is a perspective view showing the joining state of the connecting hanger frame and the pillar member, wherein the connecting latch access hole 26 of the supporting hardware 3 provided in the building wall 9 and the connecting latch access hole of the vertical member 6 are shown. As shown in FIG. 1, the connecting hook 11 is coupled using the column connecting bolt 52 by inserting the acryl plate 51 for cushioning into the column member 1 at the position corresponding to the straight line 26. Let's do it.

When described in detail by the accompanying drawings according to another aspect of the present invention.

32 is a perspective view showing the assembled state of the lattice formwork,

33 is a partial detailed perspective view showing the assembled state of the lattice formwork;

Tile the plurality of pillars 100 and the hanger hardware 102 coupled to the upper end of the pillars with a connecting pin 114 and the intermediate horizontal member 104 having a plurality of H beams in a vertical direction to the pillars 100. The width of the joint 110 and the width of the joint are combined by bolts and nuts 116 and 116 ′, and the upper and lower horizontal members 105 are the sum of the width of the tile 110 and the thickness of the copper material 107. Combined in the same manner, the vertical member 106 is sandwiched between each of the horizontal member (104, 105) and fixed, and the copper material 107 is screwed to both ends and wings of the various horizontal member (104, 105) ) Cross-shaped, straight and vertical spacers fixed to the plurality of vertical members 106 coupled in the vertical direction between the plurality of horizontal members and the insertion grooves 137 of the intermediate horizontal member 104 and the upper and lower horizontal members 105. A jaw 123 protrudes from various spacers 118, 119, and 120, which are composed of 118, 119, 120 and a silicon backup material 145, and inserted into the insertion grooves 137 of the various horizontal members 104, 105 of the lattice-shaped die. Tile 110 is inserted to show the configuration of the basic grid formwork.

34 is a perspective view of the pillar 100, the pillar is a core member of the grid-shaped formwork, a member having a load capacity for all the load and external pressure of the formwork, a plurality of various horizontal members (104, 105) and bolts, nuts ( 116, 116 ') to form a skeleton of lattice formwork, and to bond with the hanger hardware 102 and the column hanger 129, etc. to prevent deformation of the formwork to facilitate the curing of the filling mortar (125) Do it.

35 is a perspective view of the hanger hardware 102, the hanger hardware is inserted into the lower structure of the hanger hardware inside the upper end of the pillar material 100, fixed with a connecting pin, clips (114, 115). It is a member to settle in.

36 is a perspective view of the connecting pin 114, the connecting pin is a member for fastening the top of the pillar of the formwork to the hanger hardware 102 to prevent the departure to the clip 115.

37 is a perspective view of the clip 115 and used for the purpose of preventing separation of the connecting pin.

38 is a perspective view of the intermediate horizontal member 104, the intermediate horizontal member is a main member constituting the skeleton of the lattice formwork with the pillar member 100, the joining with the pillar member is made of bolts, nuts (116, 116 ') It is located between the tile 110 and the tile. The insertion groove 137 at the center of the intermediate horizontal member is used for inserting the cross spacer 118, the straight spacer 119 and the silicon backup member 145, and the nail member 108 is not provided at both ends. )

39 is a perspective view of the upper and lower horizontal members 105, the upper and lower horizontal members are used only in the upper and lower ends of the lattice formwork, this member is also joined to the column member 100 is bolts, nuts (116, 116 ') Consisting of, there is an insertion groove 137, but inserts only one type of vertical spacer 120, using the screw 117 in the transverse direction to join the screw 117.

Figure 40 is a perspective view of the vertical member 106, this member has an insertion groove 137 on the front, but is used to insert only one type of silicon backup material 145, between the upper and lower horizontal member 105 and the intermediate horizontal member 104 Or install between intermediate horizontal members.

Fig. 41 is a perspective view of the copper material 107, 108, which constitutes the rim of the lattice formwork, and is an effective member for the alignment of the outer tiles and the tile maintenance. The left and right copper material 108 is a middle horizontal material and an upper and lower horizontal material. Both ends of the horizontal member and a screw in a direction perpendicular to the screw, the upper and lower flap material 107 is screwed in parallel to the wide blade of the upper, lower horizontal material.

FIG. 42 is a perspective view of the connecting hardware 143, and is supported by the sleeve anchor 113 on the building wall 109 at intervals between the pillars. It is used for insertion purposes, and when installed in the lower end is used for the purpose of inserting the pillar hook 129 by joining with the guide angle 130. However, when constructing floor tiles, bolts and nuts (116, 116 ') are directly bonded to the column ends of the grid formwork.

43 is a perspective view of the guide angle 130, used for connecting the column latch 129 for fixing the lower end of the lattice formwork, when used in conjunction with the connecting hardware 143 and the connection with the connecting hardware Assemble the square frame with a guide angle without and use the adjusting screw 131 attached to the bottom of the guide angle.

FIG. 44 is a perspective view of the rail 142, and is connected to the connecting hardware 143 installed on the building wall 109 by bolts and nuts 116 and 116 'separated from the building wall surface by the thickness of the filling mortar 125. FIG. And, it is shown that the member connecting the lattice formwork and the building wall 109 by inserting the projection portion of the hanger hardware 102 in the "∪" shaped groove of the rail.

45 to 48 are perspective views of various spacers 118, 119, and 120 and a silicon backing material 145. The spacers have different shapes but joint purposes between the tile 110 and the tile 110. Maintaining the gap, the latching jaw 123 prevents the tile from being separated from the spacer. 45 is a cross-shaped spacer 118 inserted into the insertion groove 137 of the intermediate horizontal member 104 where the intermediate horizontal member 104 and the vertical member 106 intersect, and FIG. 46 shows the intermediate spacer 119 as an intermediate spacer. Inserted into the insertion groove 137 of both ends of the horizontal member 104, Figure 47 is a vertical spacer 120 is inserted into the upper and lower horizontal member where the upper and lower horizontal member 105 and the vertical member 106 intersect. 48 is inserted into the groove 137, and Fig. 48 shows the silicon backing material 145 as a space between the cross spacers of the insertion grooves 137 of the intermediate horizontal material 104 and the space between the straight spacers and the cross spacers and the vertical material 106. Inserted into the insertion groove 137 of the) to fill the joint space between the tile tightly and serves to block the leakage of the filling mortar (125).

49 is a perspective view of the support hardware 103, the anchor hole 127 in the upper and lower portions of the support hardware 103, the hook portion of the hook portion of the hook bracket 112 in the center portion, the connection hook It is shown that the hole 126 is double formed.

50 is a perspective view of the bundle of hooks 112 is inserted into the hook bracket 111 to enter the hook hook hole 126 of the support hardware 103 hook hook portion of the hook hook bundle hook hole It acts to bind to the jaw, the hook hook insertion groove 136 of the bottom of the hook hook is a hook of the hook is used when the hook hook is engaged and released with the support hardware (103).

Figure 51 is a perspective view of the connecting hook frame 111, the built-in hook hook 112 is built into the hook hook frame, and the built-in bundle can be up, down, before, after operation inside the frame, the hook Using the bolt hole 138 on the side of the metal frame can be coupled to the connecting hook frame to the lower end of the pillar 100 of the grid formwork with bolts, nuts (116, 116 ').

52 is a perspective view of the mortar penetration prevention tube 124, the entrance and exit of the hook hanger 112 through the hook hook hole 126 in the center is thin, the installation position is between the support hardware 103 and the tile 110 Located in the filling mortar 125 is used for the purpose of blocking contact with the support hardware 103 and the hook hanger 112.

53 to 54 is a perspective view of the pillar hanger 129 and the adjustment screw 131, the pillar hanger is connected to the lower end of the column member 100 of the grid formwork with a bolt 116 to guide the pillar It is a member to fix it. The adjustment screw is coupled to the bottom of the guide angle 130 by a bolt 116, the adjustment screw forwards and backwards to fix or release the guide angle in close contact with the building wall 109.

55 is a perspective view showing the configuration and binding state of the wall support bracket 133. The wall support bracket is composed of a clamping member 135 connecting the horizontal member 134 and the horizontal member with the bracket. Prior to constructing the tile on the surface of the building wall 109, the form of the formwork used when pasting the floor tile is to prevent the damage of the waterproof layer.

56 is a longitudinal cross-sectional view of the grid formwork coupled to the hanger hardware 102 and the guide angle 130 and the like installed on the building wall 109, the grid formwork is the upper end in the direction perpendicular to the pillar material 100 Upper and lower horizontal members 105 are connected to the lower and lower ends, respectively, and a plurality of intermediate horizontal members 104 are connected to the central part, vertical members 106 are connected between the horizontal members, and the copper material 107 is connected and coupled to the horizontal members. The vertical spacer 120 is inserted into the insertion groove 137 of the lower horizontal member, and the cross spacer 118 is inserted into the insertion groove 137 of the intermediate horizontal member, and the silicon backup member 145 is inserted into the insertion groove 137 of the vertical member. ) Is inserted, the tile 110 is in the center between the cross-shaped spacer, the upper and lower tiles are placed on the grid-shaped formwork pillar top sandwiched between the cross-shaped spacer and the copper material 107 so that the projection 123 is projected out of the tile. With connecting pins and clips (114, 115) The protrusion of the combined hanger hardware 102 is inserted into the groove of the rail 142, which is connected to the connecting hardware 143 supported by the sleeve anchor 113 on the building wall 109, the lower end of the pillar material 100 The pillar hanger 129 is connected to the guide angle 130 installed together with the connection hardware 143 by tightly bolted to finish.

57 is a detailed cross-sectional view of the process of joining the rail using a grid formwork hanger hardware, and after inserting the pillar portion of the hanger hardware 102 inside the upper end of the pillar material 100, the connecting pin 114 is pushed into the hole. It is coupled to the clip 115, the projection of the hanger hardware 102 is fitted into the inner groove of the rail and bonded, spaced by the space of the filling mortar (125) covering from the building wall to the rail 142 connecting hardware 143 To the bolts and nuts 116 and 116 ', to bind the middle horizontal member 104 and the upper and lower horizontal members 105 to the column member 100 with the bolts and nuts 116 and 116', 107 is screwed to the top horizontal member 105. The vertical member 106 is sandwiched and fixed between the intermediate horizontal member 104 and the upper horizontal member 105, and the cross spacer 118 is inserted into the insertion groove 137 of the intermediate horizontal member 104, and is perpendicular to the insertion groove 137 of the upper horizontal member. The spacer 120 is inserted respectively, and the silicon backup material 145 is inserted into the insertion groove 137 of the vertical member 106 sandwiched between the intermediate horizontal member 104 and the upper horizontal member 105, and the cross spacer 118 is inserted. And inserting the tile 110 so that the projection 123 is protruded between the vertical spacer 120.

58A to 58C are detailed cross-sectional views of various methods of supporting and fixing the lower end of the pillar-shaped column of the lattice formwork to the building wall, and FIG. 58A is a connecting anchor 143 bound to the lower end of the building wall 109 by the sleeve anchor 113. And guide angle 130 is fastened with bolts and nuts 116 and 116 ', and the column latch 129 is fastened to the guide angle jaw. 58B is a four-frame frame formed by connecting four guide angles 130 attached to the bottom of the adjusting screw 131 at predetermined intervals with bolts and nuts 116 and 116 ', and adjusting the four-frame frame. 131 by rotating the end of the screw rod is fixed to the guide angle 130 of the square frame supported by the building wall 109 and the column-shaped latch 129 of the lattice formwork, toilet and the like. As shown in FIG. 58C, the grid formwork is connected to the supporting hardware 103 fixed to the building wall 109 in order to restrict the use of the sleeve anchor 113 to protect the base waterproof layer. As a cross-sectional view showing the state of binding to the pillar 100 of the grid-shaped formwork with a bolt, nuts (116, 116 ') attached to the hook hanger 111, the bundle of hook hook 112 in the interior of the attached frame Inserting, fixing the support hardware 103 to the building wall 109 with a knife block anchor 128, Inserting the connecting hook iron bundle 112 in connection hook hinge hole 126 of the support hardware will be combined with the support hardware.

59A to 59B are detailed cross-sectional views of various methods of supporting and binding a lattice formwork to the building wall 109 during the construction of the floor tile. FIG. 59A is a tile on the slab 144 after the wall tile is constructed as in the case of the bathroom floor. Insert the leveling member 134 into the joint between the tile 110 and the tile of the building wall 109 and the clamp insert 135 into the joint inserting horizontal member 134 in a manner used when attaching the wall to the wall with bolts. It is connected to the support racquet 133, by coupling the wall support sub-rack 133 with bolts, nuts (116, 116 ') at both ends of the pillar material 100 of the grid-shaped mold in which the tile 110 is fitted. After the grid formwork is installed on the floor, the filling mortar 125 is filled in the space between the floor slab 144 and the tile 110. After the filling mortar is cured, the bolt of the wall support bracket is released and the bracket is separated from the pillar material, and the mold is demolded from the tile to finish. FIG. 59B is a detailed cross-sectional view of a method of fastening the lattice formwork to the building wall 109 when the floor tile is applied to the slab 144 in contact with the general building wall 109, and the sleeve anchor 113 to the building wall 109. Bind the connecting hardware 143 and the both ends of the pillar member 100 of the grid-shaped die in which the tile 110 is fitted and the connecting hardware 143 by bolts, nuts (116, 116 ') to form a grid formwork After installed in the filling floor mortar 125 in the space between the floor slab 141 and the tile (110). When the filling mortar is cured, the bolt 116 of the coupled connection hardware 143 is released to separate the lattice formwork from the building wall 109, and the form is demolded from the tile to finish.

60A to 60D are cross-sectional views illustrating a process of joining and dismantling the lattice formwork to the upper rail and the lower guide angle, and FIG. 60A illustrates an upper rail 142 and a lower guide angle (see FIG. 60A) on the building wall 109. 130) is fixedly attached, the hanger hardware 102 is inserted and coupled to the upper end of the column of the grid-shaped formwork on the rail and the guide angle, and the column latch 129 is attached to the lower end and the tile 110 is fitted Each of them shows just before the connection to the groove, Figure 60b is lowered lattice formwork, the upper hanger hardware 102 is connected to the groove of the rail 142 and the lower column latch 129 is a guide angle ( 130 and the fixed wall mortar 125 is filled through the mortar transfer hose 146 in the space between the building wall 109 and the tile after being fixed, and FIG. 60C shows the hanger hardware of the upper part after the mortar is cured. 102 silver lattice formwork pillars The connecting hardware 143 and the rail 142 are separated from the building wall 109 from the 100, and the guide angle of the lower part is shown to be separated from the connecting hardware 143, and FIG. 60D shows the building wall ( The grid formwork from which the connection structure with 109 has been removed is detached from the tile 110.

FIG. 61 is a detailed perspective view illustrating the assembled state of the intermediate horizontal member 104 and the vertical member 106, wherein the portions where the intermediate horizontal member and the vertical member meet each other form a right angle with each other, and the heights of the inlet surfaces of the insertion grooves 137 coincide with each other. The upper blade of the horizontal member is inserted into the joining groove of the vertical member to show the tightness.

62A to 62C are cross-sectional views illustrating a step of binding and releasing the connection bracket bundle 112 and the supporting hardware 103 of the building wall 109 step by step. FIG. 62A illustrates a knife block anchor on the building wall 109. Between the support hardware 103 fixed in the 128 and the connecting member bundle 112 and the tile 110 in the connecting hook frame 111 coupled to the bolt member 116 to the pillar material 100 between the support hardware The mortar penetration prevention tube 124 of the like shows the state of the preparation step, Figure 62b shows the double hook of the connection hook bundle 112 entered the connection hook hole 126 of the supporting hardware, Figure 62c Shows the state in which the support hanger and the bundle of the connecting hook is lowered by lowering the bundle of the hook.

FIG. 63 is an elevation view showing the configuration of the mortar filling pump and the mortar transfer hose, in which the motor 139 moves the mortar charging pump 140 to move the mortar 125 in the mortar stirring tank 141 to the mortar transfer hose 146. Charge through

As described above, the present invention uses a lattice formwork and a construction method as described above when constructing tiles on building walls and floors to compensate for the insufficiency of mortar backfilling, such as the dropping of tiles and the damage of tiles due to freezing. There is no concern about the construction period, and the construction period and construction cost can be significantly reduced, and since the construction is made by inserting tiles between the joint spacer member and the silicon backing material, it is possible to provide a beautiful tile construction surface because an externally smooth tile surface is formed. There is an advantage.

Claims (10)

In the mortar-filled formwork for constructing tiles on the wall surface of the building, A plurality of pillar materials 1; Formwork body consisting of a plurality of cylindrical members (2) coupled in the vertical direction to the pillar material; A plurality of intermediate horizontal members 4 and upper and lower horizontal members 5 coupled to the pillar member 1 in a vertical direction at predetermined intervals; Left and right edge material (8) coupled to the upper and lower edge material (7) and the intermediate horizontal material (4) and the end of the upper and lower horizontal material respectively fitted to the upper and lower horizontal material (5); A plurality of vertical members 6 coupled in the vertical direction between the horizontal members; Cross-shaped, straight and vertical spacer members (18, 19 and 20) attached and fixed to the intermediate horizontal member (4) and the upper and lower horizontal members (5) and the vertical member; A backup material 22 coupled to the intermediate horizontal member and a backup member 22 'fixedly coupled to the vertical member; Consisting of pads on the horizontal member (4, 5), The plurality of pillar materials 1 are arranged with a plurality of holes formed at predetermined intervals, and the plurality of cylindrical materials 2 are predetermined in the pillar material 1 having a plurality of holes formed therein. Each of the plurality of intermediate horizontal members 4 and the upper and lower horizontal members 5 are fitted at intervals of the connecting pins 14 and the connecting pin clips 15, respectively. The vertical member 6 is vertically fitted into the connecting groove 45 between the upper and lower horizontal members having the connecting groove 45 formed therebetween, and the lower portion of the vertical member and The upper and lower edge member 7 is coupled to the connecting pin through the hole formed in the upper clip 15, the upper and lower horizontal members (5) are coupled with a screw, the left and right edge member (8) The intermediate horizontal member 4 and the ends of the upper and lower horizontal members are respectively screwed, the cross-shaped spacer member 18 is coupled to the insertion groove 35 at the point where the intermediate horizontal member 4 and the vertical member intersect and the straight spacer member 19 is an insertion groove 35 of the left and right ends of the intermediate horizontal member (4) Is coupled to, the vertical spacer member 20 is inserted and coupled across the inside and outside of the vertical member 6 at the point where the upper and lower horizontal members 5 and the vertical member 6 intersects, the backup agent ( 22 is inserted into the insertion groove 35 of the intermediate horizontal member 4 between the cross-shaped spacer 18 or between the cross-shaped spacer member 18 and the straight spacer member 19, and is mounted on the pillar member 1 The construction of the tile on the wall surface of the building using the formwork coupled to the column connecting bolts 52 together with the cushioning acrylic plate 51 is coupled to the support frame (3) and the formwork of the wall. Maltar-injected lattice formwork, characterized in that. In the mortar-filled formwork for constructing tiles on the wall surface of the building, A formwork body composed of a plurality of pillar materials 1 serving as a formwork body and a plurality of cylindrical materials 2 coupled in a vertical direction to the pillar material, and a vertical direction at predetermined intervals with respect to the pillar materials 1 of the formwork body; Intermediate horizontal member (4) and the upper and lower horizontal member (5) coupled to the upper, lower edge member (7) and the middle horizontal member (4) and the upper and lower horizontal member (5) fitted to the upper and lower horizontal member (5) Left and right corner member (8) coupled to the ends of each), a plurality of vertical member (6) coupled in the vertical direction between the horizontal member, the middle horizontal member (4) and the upper and lower horizontal member (5) And cross, straight and vertical spacer members 18, 19 and 20 attached to and fixed on the vertical member 6, a backing member 22 attached to and fixed to the intermediate horizontal member and a backing member fixed to the vertical member. 22 ') and a mortar-injected lattice form in which pads 21 are formed on the horizontal member. A method for the construction of walls, After drilling the hole for inserting the anchor into the building wall (9) and inserting the outer shell of the anchor (13), attaching the supporting hardware (3) in which the mortar penetration prevention cam (23) is built is attached to the wall surface of the building with the anchor (13). Fixing; Fitting a tile into the space between the intermediate horizontal member (4) of the formwork and the vertical member; Fixing the tile-shaped grid formwork with a mortar covering thickness from the wall of the building and coupling and fixing it with the supporting hardware (3) of the building wall by using a mortar prevention tube and a connecting hanger (11); The hook hanger 12 of the hook hanger 11, the lower hook (38) is completely entered into the inside of the access hole 26 of the support hardware (3), the dial for the up and down movement of the hook hanger (12) ( Rotate 36 to lower the overall hook hook (12) as a whole to lower the lower hook (38) to bite each other in the lower jaw of the access hole (26) of the support hardware (3) to the lower of the lower hook (38) Coupling and fixing the grid-shaped formwork and the supporting hardware for reinforcing the building wall by pushing the upper latch 37 of the connecting hook bundle 12 into the secured upper space; Injecting mortar into the mortar transfer pump 47 between the building wall surface 9 and the tile back surface through the upper part of the grid formwork; and When the curing time of the mortar is elapsed, the upper and lower hooks (37, 38) of the hook hanger 12 is disassembled in the reverse order to the coupling fixed to form the step of completely separating the formwork from the building wall How to build a tile on the wall surface of a building to say. In the mortar-filled formwork for constructing tiles on the wall surface of the building, A plurality of pillar materials 100; A pillar clasp 129 attached and fixed to a lower portion of the plurality of pillars 100 by bolts 116; Hanger hardware (102) formed with protrusions coupled or separated by connecting pins and clips in the upper insertion groove of the plurality of pillar materials (100); A plurality of intermediate horizontal members 104 and upper and lower horizontal members 105 coupled to the pillar member 100 in a vertical direction at predetermined intervals; A plurality of vertical members 106 coupled in the vertical direction between the horizontal members 104 and 105; A cross-shaped spacer 118 inserted into the intermediate horizontal member 104 and the insertion groove 137 where the intermediate horizontal member 104 and the vertical member 106 vertically intersect; A straight spacer 119 inserted into both end insertion grooves 137 of the intermediate horizontal member 104; A vertical spacer 120 inserted into an insertion groove 137 of the upper and lower horizontal members 105 where the upper and lower horizontal members 105 and the vertical member 106 vertically intersect; A silicon backup member 145 inserted into the insertion groove 137 of the intermediate horizontal member 104 and the vertical member 106; Formwork frame consisting of the left and right side curling material (107) coupled to the upper and lower end of the horizontal member 105, the upper and lower corner member 107 and the intermediate horizontal member 104, respectively, coupled to the end; Forming the body body by inserting a tile into the spacer 118, 119, 120 so that the spacer latching jaw 123 of the form skeleton is exposed to the outside: A rail 142 inserted into and coupled with the hanger hardware 102 of the upper end of the pillar material 100 of the formwork, the connection hardware being fixed to the anchor 113 on the building wall 109; It is composed of a fixing means for coupling the formwork substructure with the lower end of the building wall 109 so as to couple the formwork perpendicular to the rail 142 on the upper end of the building wall, The plurality of intermediate horizontal members 104 and the upper and lower horizontal members 105 are vertically coupled with the column member 100 at intervals of the sum of the lengths and joint widths of the tiles 110 to be constructed, and the plurality of vertical members 106. Is fitted between the intermediate horizontal member 104 and between the intermediate horizontal member 104 and the upper and lower horizontal member 105, A cross spacer 118, a straight spacer 119, and a vertical spacer 120 are inserted into the intermediate horizontal member 104 and the insertion groove 137 on the upper and lower horizontal members 105, and the latching jaw 123 of the spacer is inserted. Insert the tile 110 into the spacer to expose the outside, to fix the position of the tile, to keep the width of the joint constant, The silicon backup material 145 is inserted between the spacers 118 and 119 coupled to the insertion groove 137 on the intermediate horizontal member 104, and the silicon backup material 145 is inserted into the insertion groove space of the vertical member 106 to provide mortar ( 125) To prevent leakage during charging operation, The upper part of the building wall 109 is connected to the connection hardware 143 fixed by the sleeve anchor 113 at predetermined intervals, and the pillars and connecting pins, clips of the grid formwork to the rail 102 coupled to the connection hardware Insert and fix the protrusions of the combined hanger hardware, Mortar-filled grating, characterized in that it comprises a fixing means for coupling the formwork substructure with the lower end of the building wall 109 so as to install the formwork in parallel with the hanger hardware inserted into the upper rail 142 of the building wall 109 Mold dies. The method of claim 3, wherein Fixing means for coupling the formwork substructure with the lower end of the building wall 109 so that the formwork can be installed in parallel with the hanger hardware inserted into the rail 142 on the upper end of the building wall, 109, It is composed of a guide angle 130 which is fixed and coupled with the connecting hardware 143 attached to the building wall 109 as an anchor 113 for insertion and coupling. Mortar-filled lattice formwork characterized by. The method of claim 3, wherein Fixing means for coupling the formwork substructure with the lower end of the building wall 109 so that the formwork can be installed in parallel with the hanger hardware inserted into the rail 142 on the upper end of the building wall, 109, Inserted and coupled to the column-shaped latch 129 at the lower end of the grid-shaped formwork pillar 100, consisting of a guide angle of the four-shape with a control screw 131 attached to the bottom inner wall of the building wall is fixed. Mortar-filled lattice formwork, characterized in that. The method of claim 3, wherein Fixing means for coupling the formwork substructure with the lower end of the building wall 109 so that the formwork can be installed in parallel with the hanger hardware inserted into the rail 142 on the upper end of the building wall, 109, The fastening and coupling bolts 116 to the lattice formwork pillar 100 is inserted into the support hardware 103 attached to the lower portion of the building wall 109, the coupling hooks inside the hook 111 Mortar-filled formwork, characterized in that consisting of a bundle (112). In the mortar-filled formwork for installing tiles on the floor of the building, A plurality of pillar materials 100; A pillar clasp 129 attached and fixed to a lower portion of the plurality of pillars 100 by bolts 116; Hanger hardware (102) formed with protrusions coupled or separated by connecting pins and clips in the upper insertion groove of the plurality of pillar materials (100); A plurality of intermediate horizontal members 104 and upper and lower horizontal members 105 coupled to the pillar member 100 in a vertical direction at predetermined intervals; A plurality of vertical members 106 coupled in the vertical direction between the horizontal members 104 and 105; A cross-shaped spacer 118 inserted into the intermediate horizontal member 104 and the insertion groove 137 where the intermediate horizontal member 104 and the vertical member 106 vertically intersect; A straight spacer 119 inserted into both end insertion grooves 137 of the intermediate horizontal member 104; A vertical spacer 120 inserted into an insertion groove 137 of the upper and lower horizontal members 105 where the upper and lower horizontal members 105 and the vertical member 106 vertically intersect; A silicon backup member 145 inserted into the insertion groove 137 of the intermediate horizontal member 104 and the vertical member 106; Formwork frame consisting of the left and right side curling material (107) coupled to the upper and lower end of the horizontal member 105, the upper and lower corner member 107 and the intermediate horizontal member 104, respectively, coupled to the end; Forming the body body by inserting a tile into the spacer 118, 119, 120 so that the spacer latching jaw 123 of the form skeleton is exposed to the outside: When the tile 110 is installed on the floor slab 144 using the grid formwork body fitted with the tile 110 is fixed to the wall slab 109 adjacent to the floor slab 144 to be constructed, the pillar material 100 of the formwork, Mortar-filled lattice formwork, characterized in that consisting of the fixing means for coupling, The method of claim 7, wherein When the tile 110 is installed on the floor slab 144 using the grid formwork body fitted with the tile 110 is fixed to the wall slab 109 adjacent to the floor slab 144 to be constructed, the pillar material 100 of the formwork, Fastening means for coupling, Mortar-filled formwork, characterized in that consisting of the wall support bracket 133 that can be inserted into the horizontal member 134 in the joint of the tile 110 at the lower end of the building wall 109 and connected to the formwork pillar material 100. . The method of claim 7, wherein When the tile 110 is installed on the floor slab 144 using the grid formwork body fitted with the tile 110 is fixed to the wall slab 109 adjacent to the floor slab 144 to be constructed, the pillar material 100 of the formwork, Fastening means for coupling, Mortar-filled lattice-shaped formwork, characterized in that consisting of a connecting hardware 143 is fixed to the lower end of the building wall 109 by the sleeve anchor 113 and coupled to the pillar material 100 of the formwork. The method according to claim 3 and 7, Fixing the lattice formwork to the building matrix, and then filling the mortar 125 with a mortar charging pump 140 in the space between the tile 110, the back of the tile 110 and the building matrix (109, 144) fitted to the lattice formwork the tile pasting construction Mortar-filled lattice formwork for construction.