JP2014105424A - Formwork - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a formwork capable of being efficiently assembled in a short period without relying on experience of a shop carpenter and sufficiently resisting lateral pressure of concrete to be placed.SOLUTION: A formwork 10A comprises: a plurality of formwork panels 16a to 16c which have a predetermined area and are arranged between first points designated on a bottom surface 26 of a slab or the bottom surface 26 of a beam positioned anterior to a wall surface of a building 11 in a longitudinal direction with a predetermined distance therefrom and second point designated on a floor surface 27 positioned anterior to the wall surface in the longitudinal direction with the predetermined distance therefrom; a plurality of truss structures 17 which are fixed at positions anterior to the panels 16a to 16c in the longitudinal direction, extended in a vertical direction and arranged at predetermined intervals in a horizontal direction; and a plurality of horizontal members 18 which are positioned anterior to the truss structures 17 in the longitudinal direction, fixed thereto, extended in the horizontal direction and arranged at the predetermined intervals in the vertical direction.

Description

  The present invention relates to a formwork used to make a new wall by striking concrete outside a wall of a building.

  When building a seismic reinforcement wall on the wall of an existing building, after assembling the formwork outside the wall, multiple rebars (embedded anchors, vertical bars, After placing the concrete in the space and curing the concrete for a certain period of time, the assembled formwork is removed (disassembled) to create a seismic reinforcement wall made of newly reinforced concrete. The formwork carpenter in charge of the formwork works with the wall of the building so that the formwork can withstand the lateral pressure of the concrete to be placed and the parallel state of the plywood of the formwork against the wall surface can be maintained. A plurality of separators are installed between the plywood and the veneer plate of the formwork, and the wall and the plywood plate are connected by the separators. By connecting the wall and the plywood of the formwork using these separators, deformation of the plywood due to the side pressure of the concrete can be prevented, and the parallel state of the wall of the building and the plywood can be maintained. Forms using a plurality of separators are disclosed in Patent Document 1 and Patent Document 2.

JP 2000-8522 A JP-A-2005-290711

  An example of the procedure for installing the separator is as follows. A plurality of anchor holes are drilled in the wall of the building, and a plurality of through holes are drilled in the veneer plate of the mold corresponding to the position of the anchor hole. Next, resin anchors and mechanical anchors are installed in the anchor holes, and one clamp metal fitting of the separator is connected to the resin anchors or mechanical anchors, and the other clamp metal fitting exposed from the through hole of the plywood plate is cylindrical. Screw the clamp with the tube engaged. When assembling the formwork, not only do you have to install a considerable number of separators per unit area of the wall, taking into account the position of the reinforcing bars so that they do not collide with the reinforcing bars, but also anchor holes in the building walls When a hole is drilled, it is necessary to avoid the reinforcing bars embedded in the wall. Further, after determining the drilling position for drilling the anchor hole, a plurality of positions corresponding to the anchor hole at any position of the plywood plate corresponding to the drilling position The through hole must be drilled. Accurate positioning (marking out) the drilling position of the anchor hole with respect to the wall and the through hole with respect to the plywood, and ensuring that the parallel state of the wall and the plywood is maintained does not rely on many years of experience in formwork It is the present condition that we do not get. Even when a carpenter performs formwork, considerable skill and time are required to assemble a formwork as designed, and much labor is required.

  The object of the present invention is to be able to assemble efficiently in a short time without relying on the experience of formwork carpenters, to be able to assemble at low cost without requiring labor, and sufficiently to the side pressure of the concrete to be placed It is to provide a formwork that can withstand.

  The premise of the present invention for solving the above problems is a formwork that is assembled on a wall surface of a building and used to make a new wall by adding concrete to the outside of the wall surface.

  The feature of the present invention based on the above premise is that the formwork is a floor having a predetermined distance from the wall surface of the building and the first position where the bottom surface of the beam or the bottom surface of the beam is positioned a predetermined distance away from the wall surface in the front and rear direction. A formwork panel of a predetermined area installed between the second position where the surface is positioned, and a plurality of vertical panels fixed in front of the panel in the front-rear direction and extending in the vertical direction and arranged at a predetermined distance in the horizontal direction And a plurality of horizontal installation members that are positioned in front of the longitudinal installation members, are fixed to the vertical installation members, extend in the horizontal direction, and are arranged at a predetermined distance in the vertical direction. The material prevents the panel from being deformed by the side pressure of the concrete when the concrete is placed in the space between the wall surface and the panel. It is to prevent the deformation or deflection thereof vertical erection material by chromatography preparative lateral pressure.

  As an example of the present invention, at least three longitudinal members are disposed between both side edges extending in the vertical direction of the formwork panel.

  As another example of the present invention, in the formwork, two vertical installation members are arranged on both side edges extending in the vertical direction of the formwork panel, and one vertical installation member is arranged in the lateral center of the formwork panel. Be placed.

  As another example of the present invention, the vertically erected material is in contact with the formwork panel and extends in a straight line in the up-down direction; A truss structure made of a second vertical member extending in a straight line and a truss member positioned between the first vertical member and the second vertical member and extending in a vertical direction in a zigzag manner. The upper end portion is firmly fixed to the first fixed portion positioned on the bottom surface of the slab or the beam bottom surface separated by a predetermined dimension from the wall surface of the building in the front-rear direction through predetermined fixing means, and the lower end portion of the truss structure is In addition, the floor is firmly fixed to a second fixed portion positioned on the floor surface spaced apart by a predetermined dimension forward from the wall surface of the building through a predetermined fixing means.

  As another example of the present invention, the truss structure includes a dimension adjusting member capable of adjusting the height dimension thereof, and the dimension adjusting member is positioned on the side of the building and fixed to the building. An opening that is positioned on the first vertical member side and that can be adjusted in a fixed position in the vertical direction relative to the first vertical member, and the first vertical member can be attached to and detached from the dimension adjusting member through the opening. It is connected.

  As another example of the present invention, in the formwork, the formwork panel is divided into a plurality of sheets, the panels are arranged in the vertical direction between the first place and the second place, and the panels are arranged in the horizontal direction, At least one of the panels is provided with a supply port for placing concrete in a space between the wall surface and the panel, and at least one of the panels is provided with a space when the concrete is placed in the space. A confirmation window that can confirm the state of concrete placement is made.

  As another example of the present invention, these form panels are hexahedrons having a predetermined area facing a wall surface, a predetermined area abutting surface abutting against a truss structure, and upper and lower surfaces and both side surfaces, The six surfaces of the panels are coated with a synthetic resin that reduces the frictional resistance of the panels to the concrete and increases the overall strength of the panels.

  As another example of the present invention, the synthetic resin is a polyurea resin composed of isocyanate and a special amine, and smooth coating layers having a predetermined thickness are formed on the six surfaces of the panels by the cured polyurea resin.

  As another example of the present invention, at least one handle that protrudes forward in the front-rear direction is attached to a contact surface that contacts the truss structure of the form panel, and in the form, the handle of the panel and the truss structure Objects are connected to each other through a connecting member, so that the panels are prevented from falling to the wall surface side.

  As another example of the present invention, in the formwork, the horizontal laying material is fixed to the vertical laying material so that at least one horizontal laying material is positioned in front of each of the formwork panels arranged in the vertical direction. Yes.

  As another example of the present invention, the building is an existing one, and the formwork is used to construct a seismic reinforcing wall made of reinforced concrete made on the wall surface of the existing building.

  According to the formwork according to the present invention, the formwork panel has a plurality of vertical members fixed in front of the front-rear direction and extending in the up-down direction and spaced apart by a predetermined dimension in the horizontal direction. Since the vertical members suppress the bulging forward of the panels in the front-rear direction due to the side pressure of the concrete when the concrete is placed in the space between them, the deformation of the panel when the concrete is placed in the space can be prevented. Furthermore, it has a plurality of horizontal installation materials that are positioned in front of the vertical installation materials while being fixed to the vertical installation materials and extend in the horizontal direction and are spaced apart by a predetermined dimension in the vertical direction. When the concrete is placed in the space between them, the laterally installed members hold down the bulges of the longitudinal members in the front-rear direction due to the lateral pressure of the concrete. And bending can be prevented. The formwork can sufficiently withstand the lateral pressure of the concrete placed in the space between the wall surface and the formwork panel by using these vertical construction materials and these horizontal construction materials. Since the parallel state of the panel and the panel can be maintained, it is possible to reliably add concrete to the wall surface, and to create a new wall as designed by the structural calculation outside the existing wall. The formwork does not need to install multiple separators when assembling it, and not only can save labor and time to install the separator, it also does not need to rely on the experience of formwork carpenters, but in a short time In addition to being able to assemble efficiently, it can be assembled inexpensively without the need for labor.

  In the formwork in which at least three vertical members are arranged between both side edges extending in the vertical direction of the formwork panel, at least three vertical members are installed and fixed on one panel. Even if the side pressure of the concrete placed in the space between the wall surface and the panel acts on the panel, the bulging forward of the panel in the front-rear direction due to the side pressure of the concrete is sufficiently suppressed by these vertical installation materials, and the space The panel can be reliably prevented from being deformed when concrete is placed on the wall. The formwork can sufficiently withstand the lateral pressure of the concrete placed in the space between the wall surface and the formwork panel by installing and fixing at least three vertical members on one panel. It is possible to maintain the parallel state of the wall and panel of the building, so that concrete can be added to the wall reliably, and a new wall as designed by the structural calculation can be placed outside the existing wall. Can be made.

  Two vertical installation materials are arranged at both side edges extending in the vertical direction of the formwork panel, and one vertical installation material is arranged at the center in the horizontal direction of the formwork panel. The side pressure of the concrete placed in the space acts evenly on the whole panel, but one vertical member is arranged on one side edge of one panel, and the other side edge of one panel Since one vertical installation material is arranged at the center and one vertical installation material is arranged at the center in the horizontal direction of one panel, the panel bulges forward in the front-rear direction due to the side pressure of the concrete. Sufficiently held by the vertical installation material, it is possible to reliably prevent deformation of the panel when placing concrete in the space. The formwork can withstand the lateral pressure of the concrete placed in the space between the wall surface and the formwork panel by installing and fixing the vertical installation material on both side edges and the center of one panel. Because it can maintain the parallel state of the wall and panel of the building, concrete can be added to the wall without fail, and the new design as calculated by the structure calculation on the outside of the existing wall. You can make a wall.

  A truss structure in which a vertically erected material is made up of first and second vertical members that extend straight in the vertical direction and a truss member that is positioned between the vertical members and extends in a zigzag direction in the vertical direction. The upper end of the truss structure is firmly fixed to the first fixed location positioned on the bottom surface of the slab or the beam via a predetermined fixing means, and the lower end of the truss structure is fixed to the second fixed location positioned on the floor surface. The formwork, which is firmly fixed through the fixing means, is a truss structure that faces the panel in the front-rear bulge of the panel due to the side pressure of the concrete when the concrete is placed in the space between the wall and the panel. Since the truss material of the object holds down, deformation of the panel when concrete is placed in the space can be reliably prevented. By using a truss structure, the formwork can sufficiently withstand the side pressure of the concrete placed in the space between the wall and the panel. It is possible to create a new wall outside the existing wall as designed by the structural calculation.

  The truss structure includes a dimension adjuster capable of adjusting its height dimension, the dimension adjuster positioned on the side of the building and fixed on the building and positioned on the side of the first vertical member. A mold frame having an opening capable of adjusting a fixed position in a vertical direction with respect to the first vertical member, the first vertical member being detachably connected to the dimension adjusting material via the opening, is formed by the dimension adjusting material. Since the vertical dimension of the structure can be adjusted, the vertical dimension of the truss structure can be matched with the height dimension of the wall surface of the building, and the truss structure is securely fixed to the building be able to. The formwork uses these truss structures whose height is adjusted by the size adjusting material, so that the concrete is placed in the space between the wall surface and the formwork panel. Since these truss structures hold the bulge forward in the direction, it is possible to prevent deformation of the panel when concrete is placed in the space.

  The formwork panel is divided into a plurality of sheets, and the panels are arranged vertically between the first and second locations, and the panels are arranged in the horizontal direction, and concrete is poured into the space between the wall surface and the panel. The supply port to be installed was made in at least one of the panels, and when placing concrete in the space, a confirmation window was made in at least one of the panels that could confirm the concrete placement state in the space. Even if the height of the wall surface of the building is large, the formwork can be installed in the entire height dimension of the wall surface by arranging the formwork panels divided into multiple pieces in the vertical direction. it can. Even when the horizontal dimension of the new wall to be constructed is large, the horizontal dimension of the new wall can be accommodated by arranging the multiple form panel panels in the horizontal direction. The formwork can maintain the parallel state between the wall of the building and the panel, and the concrete can be retained in the space between the wall by the panel. It is possible to make a new wall as designed by the structural calculation outside the existing wall. By using the supply port made in the panel, the formwork can easily place concrete in the space, and can easily add concrete to the wall surface of the building. Since the formwork can confirm the concrete placement condition in the space from the confirmation window, concrete can be reliably placed over the entire space, and concrete must be added to the wall of the building. Can do.

  These formwork panels are hexahedrons having a predetermined surface facing a wall surface, a predetermined surface abutting surface contacting the truss structure, and upper and lower surfaces and both side surfaces, and reduce the friction resistance of the panel to concrete. In addition, the formwork in which the synthetic resin that increases the strength of the entire panel is applied to the six sides of the panel can smoothen the six sides of the panel by applying the synthetic resin, and thereby the friction against the six-sided concrete. Since the resistance decreases, the panel can be easily removed from the hardened concrete when the formwork is removed after curing the placed concrete. Since the smoothness of the six surfaces of the formwork panel is maintained by the synthetic resin, the used form panel can be used repeatedly, and the cost for the formwork can be reduced. The formwork increases the strength of the formwork panel by the synthetic resin and prevents deformation such as buckling, breakage, bending, etc. of the panel during use. The concrete can be reliably added to the wall surface of the building.

  A synthetic resin is a polyurea resin composed of isocyanate and a special amine, and a mold having a smooth coating layer of a predetermined thickness formed by a cured polyurea resin on the six surfaces of the panel is formed by the cured polyurea resin. Since a smooth coating layer with a predetermined thickness is formed on the surface, which reduces the frictional resistance against the six-sided concrete, after curing the placed concrete, the panel is removed from the hardened concrete when removing the formwork. It can be easily removed. Since the smoothness of the six faces of the formwork panel is maintained by the polyurea resin coating layer, the formwork can be used repeatedly, and the cost of the formwork can be reduced. In the formwork, the strength of the formwork panel is increased by the coating layer of the polyurea resin, and deformation such as buckling, breakage and bending of the panel during use is prevented. Concrete can be sufficiently retained, and concrete can be reliably added to the wall surface of the building.

  At least one handle that protrudes forward in the front-rear direction is attached to the abutment surface of the formwork panels, the handle of the panel and the truss structure are connected via a connecting member, and the panels fall down to the wall surface side Since the mold is prevented from falling into the wall surface side of the panel during the placement of the concrete into the space by connecting the handle and the truss structure via the connecting member, It is possible to reliably place concrete on the wall and reliably add concrete to the wall of the building. The formwork can be easily removed from the hardened concrete because the formwork can be cured, and when removing the formwork, it can grip the handle and pull the formwork panel away from the concrete. Can be removed.

  The formwork in which the horizontal members are fixed to the vertical members so that at least one horizontal member is positioned in front of each of the form panels arranged in the vertical direction, is made of concrete placed in the space. Even if the lateral pressure acts on these panels and the panels bulge forward in the front-rear direction so that the vertical installation material is deformed forward in the front-rear direction or bent laterally, at least one horizontal installation material is present on one panel. Therefore, the bulges in the front-rear direction of the vertical installation materials due to the side pressure of the concrete are suppressed by the horizontal installation materials, and the deformation and bending of the vertical installation materials are reliably prevented when the concrete is placed in the space. be able to.

  The formwork used to construct the reinforced concrete seismic reinforcement walls made on the wall of the existing building is the existing one, and the structure was calculated on the wall of the existing building using the formwork It is possible to install a new reinforced concrete seismic reinforcement wall as designed. The formwork can efficiently make a reinforced concrete seismic reinforcing wall in a short time, and can make the seismic reinforcing wall inexpensively without requiring labor.

  The details of the mold according to the present invention will be described below with reference to the accompanying drawings such as FIG. 1 which is a front view showing an example of the assembled mold 10A. 2 is a side view of the assembled mold 10A, and FIG. 3 is a perspective view of the mold panels 16a to 16c shown as an example. 4 is an end view taken along line 4-4 of FIG. 1 and 2, the vertical direction is indicated by arrow A, the horizontal arrow B (only in FIG. 1), and the front-back direction is indicated by arrow C (only in FIG. 2). In FIG. 2, illustration of reinforcing bars embedded in the concrete 13 is omitted.

  The mold 10A is assembled at a position spaced apart by a predetermined dimension forward and backward in the front-rear direction of the wall surface 12 of the existing building 11 (building). Used to make W2. A plurality of reinforcing bars (not shown) are arranged at the location where the seismic reinforcement wall W2 is formed, and the mold 10A is assembled, and the space 14 between the wall 12 and the mold 10A (form panel) (outside the wall 12). ) Concrete 13 is placed on. After the cast concrete 13 is cured for a predetermined period, the assembled formwork 10A is removed (disassembled), whereby a reinforced concrete seismic reinforcement wall W2 is made.

  1 and 2 illustrate the case where the seismic reinforcing wall W2 is constructed on the wall surface 12 of the existing wall W1 provided between the pillars 15 of the building 11, but not only between the pillars 15 but also the mold. By using the frame 10A (including the later-described formwork 10B), the seismic reinforcing wall W2 can be constructed on the wall surface 12 of any existing wall W1 such as a wall between wall beams and a wall between floor slabs. . The existing wall W1 includes all walls such as an outer wall, a load-bearing wall, a partition wall, a hanging wall, a sleeve wall, and a waist wall. The formwork 10A is formed of a plurality of formwork panels 16a to 16c, a plurality of truss structures 17 (vertical construction materials), and a plurality of horizontal construction materials 18a to 18c.

  The form panels 16a to 16c are formed in a plate shape having a square shape with a predetermined thickness. The formwork panels 16a to 16c have a predetermined area facing the wall surface 12 and a predetermined area abutting on the truss structure 17 (first vertical member 31) located on the opposite side of the facing surface 19. It is a hexahedron having a surface 20, upper and lower surfaces 21 and 22, and both side surfaces 23 and 24. There are no particular limitations on the vertical dimensions, horizontal dimensions, and thickness dimensions of the formwork panels 16a to 16c, and the panel is calculated by structural calculation considering the horizontal dimensions and thickness dimensions of the seismic reinforcing wall W2 to be constructed. Each dimension of 16a-16c is determined. It is also possible to prepare various panels 16a to 16c having different dimensions and use them in an appropriate combination when assembling the mold 10A.

  These form panels 16a-16c are made from polystyrene foam, rigid urethane foam, foamed polyethylene, phenol foam, or the like. As shown in FIGS. 3 and 4, polyurea resin 25 (synthetic resin) made of isocyanate and special amine is applied (spray coating) on the six surfaces 19 to 24 of these mold panels 16 a to 16 c. A smooth coating layer having a predetermined thickness is formed of the cured polyurea resin 25 on the six surfaces 19 to 24 of the mold panels 16a to 16c. The irregularities on the six surfaces 19 to 24 are corrected by the polyurea resin 25 applied to the six surfaces 19 to 24 of the mold panels 16a to 16c, and the six surfaces 19 to 24 are processed smoothly.

  The form panels 16a to 16c have a coating layer formed by the cured polyurea resin 25, so that the frictional resistance on the six surfaces 19 to 24 is greatly reduced, and the concrete 13 after curing adheres to the six surfaces 19 to 24. Therefore, it is easy to release from the concrete 13. Furthermore, if the coating layer formed by the cured polyurea resin 25 significantly increases the strength of the panels 16a to 16c and prevents the buckling and breakage when the panels 16a to 16c are stacked in the vertical direction only. Therefore, the bending deformation of the panels 16a to 16c is prevented.

  The formwork panels 16a to 16c may be made of reinforced plastic, a transparent synthetic resin plate, or wood. Even in this case, it is preferable that the polyurea resin 25 is applied to the six surfaces 19 to 24. In addition, the mold panels 16a to 16c may be made of other thermoplastic synthetic resins (polyurethane, polystyrene, paint for reinforced plastics, etc.) as long as it is possible to smooth the six surfaces 19 to 24 instead of the polyurea resin 25. Alternatively, a thermosetting synthetic resin can be applied.

  The formwork panels 16a to 16c have a slab bottom surface 26 or a beam installation bottom surface 26 positioned a predetermined distance away from the wall surface 12 in the front-rear direction and a floor surface 27 spaced a predetermined distance forward from the wall surface 12 in the front-rear direction. It is installed between the positioned second installation locations. Between the first installation location and the second installation location, the panel 16a positioned at the top from the first installation location toward the second installation location → the panel 16b positioned at the middle portion → the panel 16c positioned at the bottom The panels 16a to 16c are arranged in the vertical direction in this order. Further, three sets of the panels 16a to 16c are arranged in the horizontal direction. The number of panels 16a to 16c arranged in the vertical direction and the number of groups of panels 16a to 16c arranged in the horizontal direction are not particularly limited, and the number and the number of groups are appropriately determined according to each dimension of the seismic reinforcement wall W2 to be constructed.

  The form panel 16a has an upper surface 21 in contact with the slab bottom surface 26 or the beam bottom surface 26, a side surface 23 in contact with the column 15, and a side surface 24 in contact with the side surface 23 of the panel 16a adjacent in the lateral direction. Is in contact with the upper surface 21 of the panel 16b. As for the formwork panel 16a, the thickness dimension of the upper end part 44 is smaller than that of the remaining part. The formwork panel 16b has a side surface 23 in contact with the pillar 15, a side surface 24 in contact with the side surface 23 of the panel 16b adjacent in the lateral direction, and a lower surface 22 in contact with the upper surface 21 of the panel 16c. The formwork panel 16c has a side surface 23 in contact with the pillar 15, a side surface 24 in contact with the side surface 23 of the panel 16c adjacent in the lateral direction, and a lower surface 22 in contact with the floor surface 27. As for the formwork panel 16c, the thickness dimension of the lower end part 45 is smaller than that of the remaining part.

  Two handles 28 that protrude forward in the front-rear direction and are arranged in the lateral direction are attached to the contact surfaces 20 of the mold panels 16a to 16c. These handles 28 are U-shaped metal bars, and both ends of the handles 28 pass through the panels 16a to 16c and are fixed to a fixing plate 46 disposed on the opposing surfaces of the panels 16a to 16c. These handles 28 can be gripped by an operator who installs the mold 10A. A connection string 42 (connection member) is connected to the handle 28. In addition to the string 42, a connecting rubber band having elasticity can also be used as the connecting member.

  The formwork panel 16a is provided with a placement port 29 for placing (inflowing) the concrete 13 into the space 14 between the wall surface 12 and the panels 16a to 16c (formwork 10A). In the placement port 29, the panel 16a is cut out in a square shape, and a square iron plate having a metal mouth tube is fixed thereto. In addition, the placement port 29 may be made in two or more panels 16a to 16c. In the formwork panels 16a and 16c, when the concrete 13 is placed in the space 14, a rectangular confirmation window 30 is formed so that the placement state of the concrete 13 in the space 14 can be confirmed. In the confirmation window 30, the panels 16a and 16c are cut out into a quadrangle, and a transparent square synthetic resin plate is fitted therein.

The truss structure 17 (vertical installation material) is positioned in front of the mold panels 16a to 16c in the front-rear direction and extends straight in the up-down direction. The truss structures 17 are lined up with a predetermined distance in the lateral direction. Three truss structures 17 are installed in a set of formwork panels 16a to 16c arranged in the vertical direction. One truss structure 17 is arranged on one side edge of one set of formwork panels 16a to 16c, and one truss structure 17 is the other side edge of one set of formwork panels 16a to 16c. In addition, one truss structure 17 is disposed in the center in the lateral direction of one set of formwork panels 16a to 16c.
In addition, there is no limitation in particular about the number of truss structures 17 with respect to 1 set of panels 16a-16c, and 1 set of panels 16a- is calculated by the structure calculation in consideration of the horizontal dimension, thickness dimension, etc. of the earthquake-proof reinforcement wall W2 to construct | assemble. The number of truss structures 17 to be installed for 16c is determined. In addition to the truss structure 17, as a vertically installed material, a metal column having a square cross section made of metal such as iron, aluminum, brass, or alloy or a metal column having another shape can be used. Steel materials such as H-shaped steel, square steel pipe (column), I-shaped steel, C-shaped steel, and grooved steel can also be used.

  The truss structure 17 is opposed to the first facing surface 20 of the formwork panels 16a to 16c, and is separated from the first vertical member 31 by a predetermined dimension forward in the front-rear direction. A second vertical member 32 extending straight in the up-down direction, a truss member 33 positioned between the first vertical member 31 and the second vertical member 32 and extending zigzag in the up-down direction, and a height of the truss structure 17 It is made from the dimension adjusting material 34 which can adjust a height dimension. In the truss structure 17, the first vertical member 31 and the truss member 33 are connected by bolts and nuts, and the second vertical member 32 and the truss member 33 are connected by bolts and nuts.

  The dimension adjusting member 34 is positioned on the side of the first vertical member 31 in the vertical direction with respect to the first vertical member 31 and the fixed end 35 fixed to the slab bottom surface 26 or the beam bottom surface 26 via an angle 37a described later. And an opening 36 that is adjustable in fixing position. The fixing position of the upper end portion of the first vertical member 31 with respect to the opening portion 36 of the dimension adjusting member 34 is adjusted (the upper end portion of the first vertical member 31 is fixed to the opening portion 36 of the dimension adjusting member 34 by a fixing bolt and nut). By doing so, the vertical dimension of the truss structure 17 can be adjusted within the limit of the length dimension of the opening 36. The formwork 10 </ b> A can adjust the vertical dimension of the truss structure 17 by the dimension adjusting member 34, and the vertical dimension of the truss structure 17 can be matched with the height dimension of the wall surface 12 of the building 11. it can.

  In the truss structure 17, the upper end portion 37 (the fixed end portion 35 of the dimension adjusting member 34) is a first fixing location (the slab bottom surface 26 or the beam bottom surface 26 of the building 11 is accurately positioned via a predetermined fixing means ( It is fixed at the first inking area). Further, the lower end portion 38 (the lower end portion of the first vertical member 31) of the truss structure 17 is fixed to a second fixing portion (second inking portion) that is accurately positioned on the floor surface 27 through a predetermined fixing means. Has been. In addition, the 1st fixing location of the slab bottom face 24 or the beam bottom face 24 and the 2nd fixing location of the floor surface 31 correspond substantially exactly. As specific examples of the fixing means, angles 39a and 39b, anchor bolts 40a and 40b, and adjuster bolts 41a and 41b are used to fix the truss structure 17 to the slab bottom surface 26, the beam bottom surface 26, and the floor surface 27.

  A plurality of anchor holes (not shown) arranged in the lateral direction are drilled in the first fixed portion (just before the second facing surface 20 of the panel 16a) positioned precisely on the slab bottom surface 26 or the beam bottom surface 26, and these anchor holes are drilled. Resin anchors and mechanical anchors are installed, and the anchor bolts 40a are inserted into the bolt holes formed in the angles 39a, and the anchor bolts 40a are screwed into the anchor holes to firmly fix the angles 39a at the first fixing points. To do. A plurality of anchor holes (not shown) arranged in the lateral direction are drilled in the second fixed location (just before the second facing surface 20 of the panel 16c) positioned accurately on the floor surface 27, and resin anchors or A mechanical anchor is installed, and the anchor bolt 40b is inserted into a bolt hole formed in the angle 39b, and the anchor bolt 40b is screwed into the anchor hole to firmly fix the angle 39b to the second fixing portion.

  Next, an adjuster bolt 41 a is screwed into a bolt screw hole (not shown) drilled in the angle 39 a and a bolt screw hole (not shown) drilled in the fixed end 35 of the dimension adjusting member 34. Then, a nut is screwed onto the bolt 41a to firmly fix the fixed end 35 to the angle 39a. Further, an adjuster bolt 41b is screwed into a bolt screw hole (not shown) drilled in the angle 39b and a bolt screw hole (not shown) drilled in the lower end of the first vertical member 31. A nut is screwed onto the bolt 41b to firmly fix the lower end portion of the first vertical member 31 to the angle 39b.

  When the fixed end portion 35 of the dimension adjusting member 34 is fixed to the angle 39a and the lower end portion of the first vertical member 31 is fixed to the angle 39b while adjusting the height dimension of the truss structure 17 in the vertical direction, The vertical member 31 contacts (contacts) the contact surface 20 of the formwork panels 16a to 16c. Accordingly, the truss structure 17 suppresses the bulging forward of the mold panels 16a to 16c in the front-rear direction due to the lateral pressure of the concrete 13 when the concrete 13 is placed in the space 14, and the front-rear direction of the panels 16a to 16c. This prevents forward deformation and collapse of the stacked panels 16a to 16c.

  It should be noted that the thickness dimension of the upper end portion 44 of the formwork panel 16a is smaller than that of the remaining portion, whereby the thickness of the angle 39a is absorbed by the upper end portion 44, and the first vertical member 31 does not interfere with the angle 39a. Securely contacts (contacts) the contact surfaces 20 of the form panels 16a to 16c. In addition, the thickness dimension of the lower end portion 45 of the mold panel 16c is smaller than that of the remaining portion, whereby the thickness of the angle 39b is absorbed by the lower end portion 45, and the first vertical member 31 does not interfere with the angle 39b. Securely contacts (contacts) the contact surfaces 20 of the form panels 16a to 16c.

  A connecting string 42 (connecting member) extending from the handle 28 is strongly connected to the second vertical member 32 of the truss structure 17. In the mold frame 10A, the handles 28 of the panels 16a to 16c and the truss structure 17 are connected via the connecting string 42, and the panels 16a to 16c are prevented from falling to the wall surface 16 side. When a connecting rubber band is used as the connecting member, the rubber band is hooked on the truss structure 17 in a state where the rubber band is extended from the handle 28.

  The horizontally installed members 18a to 18c are fixed to the truss structure 17 while being positioned in front of the truss structure 17 in the front-rear direction (immediately before the second vertical member 32 of the truss structure 17) and extend straight in the lateral direction. Yes. These horizontal members 18a to 18c are lined up with a predetermined distance in the vertical direction. As shown in FIGS. 1 and 2, these horizontal members 18 a to 18 c are hollow metal cylinders having a circular cross section made of metal such as iron, aluminum, brass, and alloy. A hollow metal tube having a square cross section made of a metal such as an alloy can be used, and steel materials such as H-shaped steel, I-shaped steel, and square steel can be used. The horizontally installed members 18 a to 18 c are firmly fixed to the second vertical member 32 of the truss structure 17 via the fixing bracket 43.

  The horizontal member 18a is arranged in front of the panel 16a arranged in the horizontal direction, the horizontal member 18b is arranged in front of the panel 16b arranged in the horizontal direction, and the front of the panel 16c in which the horizontal member 18c is arranged in the horizontal direction. Is arranged. Although three horizontal members are installed on the mold 10A, the number of horizontal members to be installed on the mold 10A is not particularly limited, and the horizontal dimensions and thickness dimensions of the seismic reinforcement wall W2 to be constructed. The number of the horizontal members 23 to be used is determined by the structural calculation considering the above. By these laterally laying members 18a to 18c, the bulges of the truss structures 17 in the front-rear direction due to the lateral pressure of the concrete 13 when the concrete 13 is placed in the space 14 are suppressed, and the truss structures 17 are moved forward in the front-rear direction. And deformation in the lateral direction are prevented.

  FIG. 5 is a diagram showing an example of a construction procedure for the earthquake-resistant reinforcing wall W2, and FIG. 6 is a side view of FIG. FIG. 7 is a diagram showing a construction procedure of the seismic reinforcing wall W2 continued from FIG. 5, and FIG. 8 is a side view of FIG. FIG. 9 is a diagram showing a construction procedure of the seismic reinforcing wall W2 continued from FIG. 7, and FIG. 10 is a side view of FIG. 5 and 6 show a state where the angle installation process is completed, FIGS. 7 and 8 show a state where the first truss structure installation process is completed, and FIGS. 9 and 10 show that the panel installation process is completed. Shows the state. 6, 8, and 10, illustration of reinforcing bars (implanted anchors, vertical bars, horizontal bars) is omitted.

  The reinforced concrete seismic reinforcement wall W2 includes a positioning process, an angle installation process, a truss structure first installation process (vertical installation material first installation process), a panel installation process, a truss structure second installation process (vertical installation material second). It is made by performing each process of the concrete placing process and the mold removal process after assembling the mold 10A by performing each process of the installation process) and the horizontal installation material installation process. First, a positioning process is performed.

  In the positioning step, although not shown in the drawing, the panel first installation location (inking location) of the formwork panel 16a with respect to the bottom surface 26 or the beam bottom surface 26 of the building 11 is accurately positioned (marking out), and the bottom surface 26 or The truss first mounting location (inking location) of the truss structure 17 (angles 39a and 39b) with respect to the beam bottom surface 26 is accurately positioned (marking out). Further, the panel second installation location (inking location) of the formwork panel 16c with respect to the floor 27 is accurately positioned (marking out), and the truss second of the truss structure 17 (angles 39a and 39b) with respect to the floor 27 is provided. Accurately position (mark out) the mounting location (ink marking location).

  The panel first installation location of the panel 16a on the slab bottom surface 26 and the beam bottom surface 26 is a location spaced forward from the wall surface 12 in the front-rear direction, and a first line (inking line) extending laterally to the first installation location (see FIG. Pull (not shown). The truss first mounting location of the truss structure 17 on the slab bottom surface 26 or the beam bottom surface 26 is a location spaced forward from the wall surface 12 in the front-rear direction (a location slightly spaced forward from the first panel installation location in the front-rear direction). A second line (inking line) (not shown) extending in the lateral direction is drawn at the first attachment location.

  The panel second installation location of the panel 16c on the floor surface 27 is a location spaced forward from the wall surface 12 in the front-rear direction, and a third line (inking line) (not shown) extending in the lateral direction is provided at the second installation location. Pull. The truss second mounting location of the truss structure 17 on the floor surface 27 is a location spaced forward from the wall surface 12 in the front-rear direction (a location slightly spaced forward from the panel second installation location in the front-rear direction). A fourth line (inking line) (not shown) extending in the horizontal direction is drawn.

  The distance from the wall surface 12 of the first installation location to the front in the front-rear direction is the same as the distance from the wall surface 12 to the front in the front-rear direction of the second installation location, and the distance from the wall surface 12 to the front in the front-rear direction. The dimensions and the distance from the wall surface 12 of the second attachment location to the front in the front-rear direction are the same. In the positioning step, only the truss first mounting location and the truss second mounting location may be positioned without positioning the panel installation location, and a line may be drawn only to these mounting locations.

  Although the first and second lines are drawn on the bottom surface 26 or the beam bottom surface 26 and the third and fourth lines are drawn on the floor surface 27, the reinforcing bars (embedded anchors, vertical bars) are not shown in the space 14 although not shown. , Horizontal bars). After the reinforcing bars are arranged in the space 14, an angle installation process is performed. In the angle installation process, the angle 39a is attached to the first truss attachment location where the slab bottom surface 26 or the beam bottom surface 26 is positioned, and the angle 39b is attached to the second truss attachment location where the floor surface 27 is positioned.

  In the angle installation process, a plurality of anchor holes (not shown) arranged in the lateral direction are drilled in the truss first mounting position where the slab bottom surface 26 or the beam bottom surface 26 is positioned, and resin anchors or mechanical anchors are formed in these anchor holes. Install. Next, the angle 39a is arranged on the second line so that the upper end portion 37 of the truss structure 17 (the fixed end portion 35 of the dimension adjusting member 34) is accurately positioned on the second line, and the angle 39a is formed. The anchor bolt 40 a is inserted into the bolt hole and the anchor bolt 40 a is screwed into the anchor hole to firmly fix the angle 39 a to the truss first mounting position on the slab bottom surface 26 or the beam bottom surface 26.

  Further, a plurality of anchor holes (not shown) arranged in the lateral direction are drilled in the second truss mounting position where the floor surface 27 is positioned, and a resin anchor or a mechanical anchor is installed in these anchor holes. Next, the angle 39b is arranged on the fourth line so that the lower end portion 38 of the truss structure 17 is accurately positioned on the fourth line, and the anchor bolt 40b is inserted into the bolt hole formed in the angle 39b. The anchor bolt 40b is screwed into the anchor hole, and the angle 39b is firmly fixed to the truss second mounting position on the floor surface 27.

  After attaching the angle 39a to the slab bottom surface 26 or the beam bottom surface 26 and attaching the angle 39b to the floor surface 27, a truss structure first installation process (vertical installation material first installation process) is performed. In the truss structure first installation process, one truss structure 17 (vertical installation material) is attached to a position corresponding to one set of panels 16a to 16c that are stacked in the vertical direction in the panel installation process, and the total between the columns 15 is added. Three truss structures 17a to 17c are attached.

  In the truss structure first installation step, an adjuster bolt is provided in a bolt screw hole (not shown) drilled in the angle 39b and a bolt screw hole (not shown) drilled in the lower end portion of the first vertical member 31. 41b is screwed, and a nut is screwed to the bolt 41b to firmly fix the lower end portion of the first vertical member 31 to the angle 39b. In order to adjust the vertical height dimension of the truss structure 17, the fixing position of the upper end portion of the first vertical member 31 with respect to the opening 36 of the dimension adjusting member 34 is determined. After the fixing position is determined, the upper end portion of the first vertical member 31 is firmly fixed to the opening 36 of the dimension adjusting member 34 at the fixing position. The upper end portion of the first vertical member 31 and the dimension adjusting member 34 are fixed via fixing bolts and nuts. Further, an adjuster bolt 41a is screwed into a bolt screw hole (not shown) drilled in the angle 39a and a bolt screw hole (not shown) drilled in the fixed end 35 of the dimension adjusting member 34, A nut is screwed onto the bolt 41a to firmly fix the fixed end 35 of the dimension adjusting member 34 to the angle 39a.

  When the lower end portion of the first vertical member 34 is fixed to the angle 39b and the fixed end portion 35 of the dimension adjusting member 34 is fixed to the angle 39a while adjusting the height dimension of the truss structure 17 in the vertical direction, FIG. As shown in FIG. 3, three truss structures 17 a to 17 c extending in the vertical direction between the slab bottom surface 26 and the beam bottom surface 26 and the floor surface 27 are spaced apart by a predetermined dimension in the lateral direction.

  After the truss structures 17a to 17c are attached to the truss first attachment location and the truss second attachment location, a panel installation process is performed. In the panel installation step, three formwork panels 16a to 16c are installed in the order of panel 16c → panel 16b → panel 16a with respect to the truss structure 17a located on the left side of FIG. Three mold panels 16a to 16c are installed in the order of panel 16c → panel 16b → panel 16a with respect to the truss structure 17b, and three molds are provided with respect to the truss structure 17c located on the right side of FIG. Frame panels 16a to 16c are installed in the order of panel 16c → panel 16b → panel 16a. The formwork panel 16a is provided with a placement port 29 for placing the concrete 13 in the space 14 between the wall surface 12 and the panels 16a to 16c. Further, when the concrete 13 is placed in the space 14, a confirmation window 30 capable of confirming the placement state of the concrete 13 in the space 14 is formed in the formwork panels 16 a and 16 c.

  With the opposing surface 19 of the panels 16a to 16c facing the wall surface 12, the lower surface 22 of the panel 16c is positioned at the third line (panel second installation location), and the upper surface 21 of the panel 16a is the first line (panel These panels 16a-16c are installed between the truss structure 17a and the wall surface 12 so that it may be located in a 1st installation location. When the panels 16a to 16c are installed, a portion extending downward from the slab bottom surface 26 and the beam bottom surface 26 of the angle 39a contacts the upper end portion 44 of the panel 16a, and a portion extending upward from the floor surface 27 of the angle 39b The portion of the remaining portion of the panels 16a and 16c that is in contact with the lower end 45 and the contact surface 20 of the panel 16b extends downward from the slab bottom surface 26 or the beam bottom surface 26 of the angle 39a or the floor of the angle 39b. The abutting surface 20 and the abutting surface 20 of the panel 16b at the remaining portions of the panels 16a and 16c are in contact with the first vertical member 31 of the truss structure 17a. Touch.

  Next, the connection string 42 (connection member) is connected to the handle 28 attached to the panels 16a to 16c, and the connection string 42 is connected to the second vertical member 32 of the truss structure 17a. By connecting the handle 28 and the truss structure 17a with the connecting string 42, the panels 16a to 16c and the truss structure 17a are connected, and the panels 16a to 16c are supported by the truss structure 17a, and the panels 16a to 16c. Is prevented from falling to the wall surface 12 side.

  With the first facing surface 19 of the panels 16a to 16c facing the wall surface 12, the lower surface 22 of the panel 16c is positioned on the third line (panel second installation location), and the upper surface 21 of the panel 16a is the first line. These panels 16a-16c are installed between the truss structure 17b and the wall surface 12 so that it may be located in (panel 1st installation location). When the panels 16a to 16c are installed, a portion extending downward from the slab bottom surface 26 and the beam bottom surface 26 of the angle 39a contacts the upper end portion 44 of the panel 16a, and a portion extending upward from the floor surface 27 of the angle 39b The portion of the remaining portion of the panels 16a and 16c that is in contact with the lower end 45 and the contact surface 20 of the panel 16b extends downward from the slab bottom surface 26 or the beam bottom surface 26 of the angle 39a or the floor of the angle 39b. The abutment surface 20 and the abutment surface 20 of the panel 16b in the remaining portions of the panels 16a and 16c are in contact with the first vertical member 31 of the truss structure 17b. Touch.

  Next, the connection string 42 (connection member) is connected to the handle 28 attached to the panels 16a to 16c, and the connection string 42 is connected to the second vertical member 32 of the truss structure 17b. By connecting the handle 28 and the truss structure 17b with the connecting string 42, the panels 16a to 16c and the truss structure 17b are connected, and the panels 16a to 16c are supported by the truss structure 17b, and the panels 16a to 16c. Is prevented from falling to the wall surface 12 side.

  With the first facing surface 19 of the panels 16a to 16c facing the wall surface 12, the lower surface 22 of the panel 16c is positioned on the third line (panel second installation location), and the upper surface 21 of the panel 16a is the first line. These panels 16a-16c are installed between the truss structure 17c and the wall surface 12 so that it may be located in (panel 1st installation location). When the panels 16a to 16c are installed, a portion extending downward from the slab bottom surface 26 and the beam bottom surface 26 of the angle 39a contacts the upper end portion 44 of the panel 16a, and a portion extending upward from the floor surface 27 of the angle 39b The portion of the remaining portion of the panels 16a and 16c that is in contact with the lower end 45 and the contact surface 20 of the panel 16b extends downward from the slab bottom surface 26 or the beam bottom surface 26 of the angle 39a or the floor of the angle 39b. The abutment surface 20 and the abutment surface 20 of the panel 16b in the remaining portions of the panels 16a and 16c are in contact with the first vertical member 31 of the truss structure 17c. Touch.

  Next, the connection string 42 (connection member) is tied to the handle 28 attached to the formwork panels 16a to 16c, and the connection string 42 is tied to the second vertical member 32 of the truss structure 17c. By connecting the handle 28 and the truss structure 17c with the connecting string 42, the panels 16a to 16c and the truss structure 17c are connected, and the panels 16a to 16c are supported by the truss structure 17c, and the panels 16a to 16c. Is prevented from falling to the wall surface 12 side.

  When the panels 16a to 16c are installed between the truss structures 17a to 17c and the wall surface 12, the lower surface 22 of the formwork panel 16c located at the lowermost position is positioned on the third line of the floor surface 27, and the upper surface 21 of the panel 16c. Comes into contact (contact) with the lower surface 22 of the panel 16b located in the middle, and the panels 16c and 16b overlap in the vertical direction. The upper surface 21 of the formwork panel 16b located at the middle part abuts (adheres) to the lower surface 22 of the panel 16a located at the uppermost part, the panel 16b and the panel 16a overlap in the vertical direction, and the upper surface 21 of the panel 16a slabs. It is located on the first line of the bottom surface 26 and the beam bottom surface 26. In the formwork panels 16a to 16c adjacent in the lateral direction, the side surfaces 22 and 23 of the panels 16a to 16c are in contact (adhered). In the panels 16a to 16c supported by the truss structure 17a, the side surface 22 abuts (contacts) the column 15, and in the panels 16a to 16c supported by the truss structure 17c, the side surface 23 abuts the column 15 ( In close contact.

  FIG. 11 is a diagram showing a construction procedure of the seismic reinforcement wall W2 continuing from FIG. 9, and FIG. 12 is a diagram showing a construction procedure of the earthquake resistance reinforcement wall W2 continuing from FIG. FIG. 13 is a side view of FIG. 12, and FIG. 14 is a side view similar to FIG. FIG. 11 shows a state where the second truss structure installation step is completed, and FIG. 12 shows a state where the horizontal member installation step is completed. In FIGS. 13 and 14, illustration of reinforcing bars (embedded anchors, vertical bars, horizontal bars) is omitted.

  After installing the panels 16a to 16c, a truss structure second installation step is performed. In the truss structure second installation process (vertical installation material second installation process), two truss structures 17 (vertical installation material) (in a set of panels 16a to 16c stacked vertically in the panel installation process) Two truss structures 17 on both lateral sides of the truss structure 17a, two truss structures 17 on both lateral sides of the truss structure 17b, and two truss structures 17 on both lateral sides of the truss structure 17c ). In the truss structure first installation process and the truss structure second installation process, three truss structures 17 are attached to one set of panels 16a to 16c stacked in the vertical direction, and a total of nine truss structures 17 are provided between the columns 15. A truss structure 17 is attached.

  An adjuster bolt 41b is screwed into a bolt screw hole (not shown) drilled in the angle 39b and a bolt screw hole (not shown) drilled in the lower end portion of the first vertical member 31 of the truss structure 17. Then, a nut is screwed onto the bolt 41b to firmly fix the lower end portion of the first vertical member 31 to the angle 39b. In order to adjust the height dimension of the truss structure 17 in the vertical direction, the fixing position of the upper end portion of the first vertical member 31 with respect to the opening 36 of the dimension adjusting member 34 is determined, and then the first vertical member is fixed at the fixing position. The upper end portion of 31 is firmly fixed to the opening portion 36 of the dimension adjusting member 34 through fixing bolts and nuts. Further, an adjuster bolt 41a is screwed into a bolt screw hole (not shown) drilled in the angle 39a and a bolt screw hole (not shown) drilled in the fixed end 35 of the dimension adjusting member 34, A nut is screwed onto the bolt 41a to firmly fix the fixed end 35 of the dimension adjusting member 34 to the angle 39a.

  When the vertical height of the truss structure 17 is adjusted, the lower end portion of the first vertical member 34 is fixed to the angle 39b, and the fixed end portion 35 of the dimension adjusting member 34 is fixed to the angle 39a. As shown in FIG. 2, two truss structures 17 extending in the vertical direction are installed on both sides of the truss structure 17a so as to be spaced apart from each other by a predetermined dimension, and the two trusses extending in the vertical direction are arranged on both sides of the truss structure 17b. The structure 17 is installed with a predetermined distance in the lateral direction, and two truss structures 17 extending in the vertical direction on both sides of the truss structure 17c are installed with a predetermined distance in the horizontal direction.

  When two truss structures 17 are installed on both sides of the truss structure 17a, the truss structures 17 are arranged on both side edges extending in the vertical direction of the panels 16a to 16c with the truss structure 17a interposed therebetween. When two truss structures 17 are installed on both sides of the truss structure 17b, the truss structures 17 are arranged on both side edges extending in the vertical direction of the panels 16a to 16c with the truss structure 17b interposed therebetween. Further, when two truss structures 17 are installed on both sides of the truss structure 17c, the truss structures 17 are arranged on both side edges extending in the vertical direction of the panels 16a to 16c with the truss structure 17c interposed therebetween.

  Next, the connection string 42 (connection member) is connected to the handle 28 attached to the panels 16 a to 16 c, and the connection string 42 is connected to the second vertical member 32 of the truss structure 17. By connecting the handle 28 and the truss structure 17 with the connecting string 42, the panels 16a to 16c and the truss structure 17 are connected, and the panels 16a to 16c are supported by the truss structure 17, and the panels 16a to 16c. Is prevented from falling to the wall surface 12 side.

  If the lower end portion of the first vertical member 31 and the fixed end portion 35 of the dimension adjusting member 34 are fixed to the angles 39a and 39b while adjusting the vertical dimension of the truss structure 17, the remaining portions of the panels 16a and 16c are retained. The contact surface 20 at the part and the contact surface 20 of the panel 16 b contact the first vertical members 31 of the truss structure 17. In the mold 10A, the nine truss structures 17 arranged in the horizontal direction prevent the mold panels 16a to 16c from being deformed forward and backward and the stacked panels 16a to 16c from collapsing.

  After the handle 28 and the truss structure 17 are connected by the connecting string 42, a horizontal installation material installation process is performed. In the horizontal installation material installation step, a plurality of horizontal installation materials 18 a to 18 c extending in the horizontal direction are installed in each truss structure 17. In the horizontal installation material installation process, as shown in FIG. 12, the three horizontal installation materials 18 a to 18 c extending in the horizontal direction are installed in front of the truss structure 17 in the front-rear direction in a state of being separated by a predetermined dimension in the vertical direction. . In the horizontal member installation process, the horizontal members 18 a to 18 c are firmly fixed to the second vertical members 32 of the truss structures 17 via the fixing bracket 43.

  When the horizontal members 18a to 18c are fixed to the truss structure 17, the horizontal member 18a is located in front of the formwork panel 16a and at the center in the vertical direction of the panel 16a, and the horizontal member 18b is provided on the formwork panel 16b. It is the front and is located in the center of the panel 16b in the vertical direction. Further, the horizontal member 18c is located in front of the form panel 16c and at the center in the vertical direction of the panel 16c. In the mold frame 10A, the laterally extending members 18a to 18c prevent the truss structure 17 from being deformed forward in the front-rear direction and bent in the lateral direction.

  When the positioning process, the angle installation process, the truss structure first installation process, the panel installation process, the truss structure second installation process, and the horizontal installation material installation process are completed, the mold 10A shown in FIG. 1 is completed. A space 14 for placing concrete 13 is formed between the wall surface 12 and the formwork 10A (formwork panels 16a to 16c). Although not shown in the drawing, an air hole for releasing air existing in the space 14 when the concrete 13 is placed in the space 14 to the outside is formed in any formwork panel 16a. After assembling the mold 10A, a concrete placing process is performed. In the concrete placing process, as shown in FIG. 14, the concrete 13 is placed in the space 14 from a placement port 29 formed in the formwork panel 16a. Although the concrete 13 is placed in the space 14 (not shown), a hose extending from the concrete mixer is connected to the placement port 29 of the panel 16a, and the concrete 13 is pressed into the space 14 from the placement port 29. The air in the space 14 is exhausted to the outside through the air hole of the formwork panel 16a. In the concrete placing step, the concrete 13 is placed while visually confirming the space 14 from the confirmation window 30 and determining the placement state of the concrete 13 in the space 14 using the confirmation window 30.

  In the concrete placing process, by using the supply port 29 made in the formwork panel 16a, the concrete 13 can be easily placed in the space 14, and the concrete 13 can be easily added to the wall surface 12 of the building 11. You can hit. In addition, since the concrete 13 can be placed in the space 14 through the confirmation window 30, the concrete 13 can be reliably placed over the entire space 14, and the concrete 13 can be reliably added to the wall surface 12. can do.

  When the concrete 13 is placed in the space 14 by the concrete placing step, the lateral pressure of the concrete 13 that has entered the space 14 acts on the formwork panels 16a to 16c. When the side pressure of the concrete 13 acts on the panels 16a to 16c, the panels 16a to 16c try to bulge forward in the front-rear direction, but the bulges of the panels 16a to 16c are suppressed by the truss structure 17, and the side pressure of the concrete 13 is increased. The deformation of the panels 16a to 16c and the collapse of the stacked panels 16a to 16c are prevented. In addition, the truss structure 17 tends to bulge forward in the front-rear direction due to the side pressure of the concrete 13, but the bulge of each truss structure 17 is suppressed by the lateral members 18 a to 18 c, and the truss structure due to the side pressure of the concrete 13. 17 deformation and flexure are prevented.

  In the formwork 10A, even if each truss structure 17 serves as a press in the vertical direction with respect to the panels 16a to 16c, and the lateral pressure of the concrete 13 placed in the space 14 acts on the panels 16a to 16c, the panels 16a to 16c. Is not bent, and the straight state of the panels 16a to 16c can be maintained. Further, the polyurea resin 25 is applied to the six surfaces 19 to 24 of the panels 16a to 16c, and the bending strength of the panels 16a to 16c itself is greatly increased by the cured polyurea resin 25. Even if it acts on the panels 16a to 16c, the panels 16a to 16c are not bent, and the straight state of the panels 16a to 16c can be maintained.

  After placing the concrete 13 in the space 14, the concrete 13 is cured for a predetermined period. After the curing period of the concrete 13 elapses, a mold removal process is performed. In the mold removing step, the fixing bracket 43 is removed from the second vertical member 32 of the truss structure 17, and the horizontal members 18 a to 18 c are removed from the truss structure 17. After the horizontal members 18a to 18c are removed, the connecting string 42 is unwound from the second vertical member 32 of the truss structure 17, and the bolt screw hole of the angle 39a and the bolt screw of the fixed end 35 of the dimension adjusting member 34 are screwed. The adjuster bolt 41a is removed from the hole to release the fixing of the fixed end portion 35 of the dimension adjusting member 34 and the angle 39a, and from the bolt screw hole of the angle 39b and the bolt screw hole of the lower end portion of the first vertical member 31. The adjuster bolt 41b is removed, the lower end portion of the first vertical member 31 is fixed to the angle 39b, and the truss structure 17 is removed from the slab bottom surface 26, the beam bottom surface 26, and the floor surface 27.

  After the truss structure 17 is removed, the anchor bolt 40b is removed from the resin anchor or the mechanical anchor in the anchor hole drilled in the truss second mounting position of the floor surface 27, and the fixation between the floor surface 27 and the angle 39b is released. At the same time, the anchor bolt 40a is extracted from the resin anchor or the mechanical anchor in the anchor hole drilled in the truss first mounting portion of the slab bottom surface 26 or the beam bottom surface 26, and the slab bottom surface 26 or the beam bottom surface 26 is fixed to the angle 39a. To do.

  After removing the angles 40a and 40b, while holding the handles 28 of the form panels 16a to 16c by hand, the panels 16a to 16c are pulled away from the wall surface 12 (forward in the front-rear direction) to remove the panels 16a to 16c. . Since the polyurea resin 25 is applied to the six surfaces 19 to 24 of the panels 16a to 16c, and the frictional resistance of the six surfaces 19 to 24 is greatly reduced, the hardened concrete 13 after curing is the panels 16a to 16c. The panels 16 a to 16 c can be easily removed from the concrete 13 without adhering to the first facing surface 19. By removing all the members forming the mold 10A and removing (disassembling) the assembled mold 10A, a newly installed seismic reinforcement wall W2 made of reinforced concrete is produced.

  The formwork 10A uses a plurality of truss structures 17 (vertical installation materials) and a plurality of horizontal installation materials 18a to 18c, so that the space between the wall surface 12 of the building 11 and the formwork panels 16a to 16c is used. Since it can sufficiently withstand the lateral pressure of the concrete 13 placed in the space 14 and the parallel state of the wall surface 12 and the panels 16a to 16c can be maintained, the concrete 13 is reliably applied to the wall surface 12. Thus, a new reinforced concrete seismic reinforcing wall W2 can be made as designed in the outer structure of the existing wall W1.

  The mold 10A does not need to install a plurality of separators when assembling it, and can save labor and time for installing separators, and does not need to rely on the experience of a mold carpenter. In addition to being able to assemble efficiently, it can be assembled inexpensively without the need for labor. Further, since it is not necessary to install a separator in the space 14 in the mold 10A, the reinforcing bars arranged in the space 14 do not obstruct the installation of the separator, and the reinforcing bars (embedded anchors) can be freely installed in the space 14. , Vertical bars, horizontal bars) can be arranged, and a strong reinforced concrete seismic reinforcing wall W2 can be made.

  15 is a front view showing another example of the assembled mold 10B, and FIG. 16 is a side view of the assembled mold 10B of FIG. 15 and 16, the vertical direction is indicated by an arrow A, the horizontal direction arrow B (only FIG. 15), and the front-rear direction is indicated by an arrow C (only FIG. 16). In FIG. 16, illustration of the reinforcing bars embedded in the concrete 13 is omitted.

  As with the mold 10A, the mold 10B is assembled at a position that is a predetermined distance away from the wall 12 of the existing building 11 in the front-rear direction, and the concrete 13 is added to the outside of the wall 12 to make a new reinforced concrete. Used to make the seismic reinforcement wall W2. A plurality of reinforcing bars (not shown) are arranged at the location where the seismic reinforcement wall W2 is formed, and the mold 10B is assembled, and the space 14 between the wall 12 and the mold 10B (form panel) (outside the wall 12). ) Concrete 13 is placed on. After the cast concrete 13 is cured for a predetermined period, the assembled formwork 10B is removed (disassembled), whereby the reinforced concrete seismic reinforcement wall W2 is made.

  1 differs from that of FIG. 1 in that the number of installed truss structures 17 and the number of horizontal members are larger than those of the mold 10A of FIG. Since the configuration is the same as that of FIG. 1, the detailed description of the other configuration of the mold 10B is omitted by using the description of the mold 10A of FIG. The mold 10 </ b> B is formed of a plurality of mold panels 16 a to 16 c, a plurality of truss structures 17 (vertical installation members), and a plurality of horizontal installation members 18.

  The form panels 16a to 16c are formed in a plate shape having a square shape with a predetermined thickness and a predetermined area. The formwork panels 16a to 16c include a facing surface 19 that faces the wall surface 12, a contact surface 20 that contacts the first vertical member 31 of the truss structure 17, and upper and lower surfaces 21, 22 and both side surfaces 23, 24. The polyurea resin 25 is apply | coated to the 6th surface 19-24 (FIGS. 3, 4 assistance). The materials of the panels 16a to 16c are the same as those used in the mold 10A of FIG.

  These formwork panels 16a to 16c are installed between the first installation location where the slab bottom surface 26 or the beam bottom surface 26 is positioned and the second installation location where the floor surface 27 is positioned. Between the first installation location and the second installation location, the panels are arranged in the order of panel 16a → panel 16b → panel 16c from the first installation location to the second installation location. Further, three sets of the panels 16a to 16c are arranged in the horizontal direction.

  Two handles 28 that protrude forward in the front-rear direction and are arranged in the lateral direction are attached to the second facing surfaces 20 of the form panels 16a to 16c. A connection string 42 (connection member) is connected to the handle 28. The formwork panel 16a is provided with a placement port 29 for placing (inflowing) the concrete 13 into the space 14 between the wall surface 12 and the panels 16a to 16c (formwork 10A). In the formwork panels 16a and 16c, when the concrete 13 is placed in the space 14, a rectangular confirmation window 30 is formed so that the placement state of the concrete 13 in the space 14 can be confirmed.

  The truss structure 17 (vertical installation material) is positioned in front of the mold panels 16a to 16c in the front-rear direction and extends straight in the up-down direction. The truss structures 17 are lined up with a predetermined distance in the lateral direction. Four or five truss structures 17 are installed on a set of formwork panels 16a to 16c arranged in the vertical direction. The truss structure 17 includes first and second vertical members 31 and 32 that extend in a straight line in the vertical direction so as to face the first facing surface 20 of the formwork panels 16a to 16c, and between the vertical members 31 and 32. It is made of a truss member 33 that is positioned and extends in a zigzag manner in the vertical direction, and a dimension adjusting member 34 that can adjust the height dimension of the truss structure 17.

  In the truss structure 17, the upper end portion 37 (fixed end portion 35 of the dimension adjusting member 34) has a slab bottom surface 26 or a beam bottom surface of the building 11 via predetermined fixing means (angle 39 a, anchor bolt 40 a, adjuster bolt 41 a). 26 is firmly fixed to the first position of the truss that is accurately positioned (first inking position). In addition, the truss in which the lower end portion 38 (the lower end portion of the first vertical member 31) of the truss structure 17 is accurately positioned on the floor surface 27 through predetermined fixing means (angle 39b, anchor bolt 40b, adjuster bolt 41b). It is firmly fixed to the second fixed location (second inking location).

  When the fixed end portion 35 of the dimension adjusting member 34 is fixed to the angle 39a and the lower end portion of the first vertical member 31 is fixed to the angle 39b while adjusting the height dimension of the truss structure 17 in the vertical direction, The vertical member 31 contacts (contacts) the contact surface 20 of the formwork panels 16a to 16c. In the formwork 10B, the trusions of the formwork panels 16a to 16c in the front-rear direction due to the lateral pressure of the concrete 13 when the concrete 13 is placed in the space 14 are suppressed by the truss structure 17, and the panels 16a to 16c. Is prevented from being deformed forward in the front-rear direction and collapse of the stacked panels 16a to 16c. A connecting string 42 (connecting member) extending from the handle 28 is strongly connected to the second vertical member 32 of the truss structure 17. In the mold frame 10B, the handles 28 of the panels 16a to 16c and the truss structure 17 are connected via the connecting string 42, and the panels 16a to 16c are prevented from falling to the wall surface 16 side.

  The horizontal installation member 18 is fixed to the truss structure 17 and extends straight in the horizontal direction while being positioned in front of the truss structure 17 in the front-rear direction (immediately before the second vertical member 32 of the truss structure 17). These horizontal members 18 are lined up with a predetermined dimension in the vertical direction. The horizontal member 18 is a hollow metal cylinder having a circular cross-sectional shape. The horizontal member 18 is firmly fixed to the second vertical member 32 of the truss structure 17 via the fixing bracket 43.

  Two horizontal members 18 are arranged in front of the panel 16a arranged in the horizontal direction, and two horizontal members 18 are arranged in front of the panel 16b arranged in the horizontal direction. Two horizontal members 18 are arranged in front of 16c. By these laterally laying members 18, the bulges of the truss structure 17 in the front-rear direction due to the lateral pressure of the concrete 13 when the concrete 13 is placed in the space 14 are suppressed, and the truss structure 17 is deformed forward in the front-rear direction. And bending in the lateral direction is prevented.

  FIG. 17 is a diagram illustrating another example of the construction procedure of the earthquake-resistant reinforcing wall W2, and FIG. 18 is a diagram illustrating the construction procedure of the earthquake-resistant reinforcing wall W2 continued from FIG. FIG. 19 is a side view showing a placement state of the concrete 13. FIG. 17 shows a state where the angle installation step, the truss structure first installation step, and the panel installation step are completed, and FIG. 18 shows a state where the truss structure second installation step is completed. In FIG. 19, illustration of reinforcing bars (embedded anchors, vertical bars, horizontal bars) is omitted.

  The reinforced concrete seismic reinforcement wall W2 includes a positioning process, an angle installation process, a truss structure first installation process (vertical installation material first installation process), a panel installation process, a truss structure second installation process (vertical installation material second). It is made by performing each process of the concrete placing process and the mold removing process after assembling the mold 10B by performing each process of the installation process) and the horizontal installation material installing process. Since the positioning process and the angle installation process are the same as those of the construction procedure of the earthquake-proof reinforcement wall W2 using the mold 10A of FIG. 1, the description thereof is omitted.

  In the truss structure first installation step (vertical installation material first installation step), one truss structure 17 (vertical installation material) is provided at a position corresponding to one set of panels 16a to 16c stacked in the vertical direction in the panel installation step. And a total of three truss structures 17 a to 17 c are attached between the pillars 15. The details of the first truss structure installation step are the same as those of the construction procedure of the seismic reinforcing wall W2 using the mold 10A of FIG.

  When the lower end portion of the first vertical member 34 is fixed to the angle 39b and the fixed end portion 35 of the dimension adjusting member 34 is fixed to the angle 39a while adjusting the height dimension of the truss structure 17 in the vertical direction, FIG. As shown in FIG. 3, three truss structures 17 a to 17 c extending in the vertical direction between the slab bottom surface 26 and the beam bottom surface 26 and the floor surface 27 are spaced apart by a predetermined dimension in the lateral direction.

  In the panel installation process, three mold panels 16a to 16c are installed in the order of panel 16c → panel 16b → panel 16a with respect to the truss structures 17a to 17c. With the opposing surface 19 of the panels 16a to 16c facing the wall surface 12, the lower surface 22 of the panel 16c is positioned at the third line (panel second installation location), and the upper surface 21 of the panel 16a is the first line (panel The panels 16 a to 16 c are installed between the truss structures 17 a to 17 c and the wall surface 12 so as to be positioned at the first installation location. Since the details of the panel installation process are the same as those of the construction procedure of the earthquake-proof reinforcement wall W2 using the mold 10A of FIG. 1, detailed description thereof is omitted.

  When the panels 16a to 16c are installed, a portion extending downward from the slab bottom surface 26 and the beam bottom surface 26 of the angle 39a contacts the upper end portion 44 of the panel 16a, and a portion extending upward from the floor surface 27 of the angle 39b The portion of the remaining portion of the panels 16a and 16c that is in contact with the lower end 45 and the contact surface 20 of the panel 16b extends downward from the slab bottom surface 26 or the beam bottom surface 26 of the angle 39a or the floor of the angle 39b. The first vertical member 31 of the truss structures 17a to 17c is located slightly forward from the portion extending upward from the surface 27, and the contact surface 20 and the contact surface 20 of the panel 16b in the remaining portions of the panels 16a and 16c. Abut.

  Next, the connection string 42 (connection member) is connected to the handle 28 attached to the panels 16a to 16c, and the connection string 42 is connected to the second vertical members 32 of the truss structures 17a to 17c. By connecting the handle 28 and the truss structures 17a to 17c with the connecting string 42, the panels 16a to 16c and the truss structures 17a to 17c are connected, and the panels 16a to 16c are supported by the truss structures 17a to 17c. Thus, the panels 16a to 16c are prevented from falling to the wall surface 12 side.

  In the truss structure second installation process (vertical installation material second installation process), three or four truss structures 17 (vertical installation) are newly added to one set of panels 16a to 16c stacked in the vertical direction in the panel installation process. Material). In the truss structure first installation step and the truss structure second installation step, four or five truss structures 17 are attached to one set of panels 16a to 16c stacked in the vertical direction, and the total between the columns 15 is added. Thirteen truss structures 17 are attached. Details of the truss structure second installation step are the same as those of the construction procedure of the earthquake-proof reinforcement wall W2 using the mold 10A of FIG.

  When the height of the truss structure 17 in the vertical direction is adjusted, the lower end portion of the first vertical member 34 is fixed to the angle 39b and the fixed end portion 35 of the dimension adjusting member 34 is fixed to the angle 39a. The four truss structures 17 are installed in the panels 16a to 16c located on the left side of the panel 16 at a predetermined distance in the lateral direction, and the five truss structures 17 are arranged on the panels 16a to 16c located in the center of FIG. The four truss structures 17 are installed in the lateral direction with a predetermined distance on the panels 16a to 16c located on the right side of FIG.

  Next, the connection string 42 (connection member) is connected to the handle 28 attached to the panels 16 a to 16 c, and the connection string 42 is connected to the second vertical member 32 of the truss structure 17. By connecting the handle 28 and the truss structure 17 with the connecting string 42, the panels 16a to 16c and the truss structure 17 are connected, and the panels 16a to 16c are supported by the truss structure 17, and the panels 16a to 16c. Is prevented from falling to the wall surface 12 side.

  If the lower end portion of the first vertical member 31 and the fixed end portion 35 of the dimension adjusting member 34 are fixed to the angles 39a and 39b while adjusting the vertical dimension of the truss structure 17, the remaining portions of the panels 16a and 16c are retained. The contact surface 20 at the part and the contact surface 20 of the panel 16 b contact the first vertical members 31 of the truss structure 17. In the mold 10B, the 13 truss structures 17 arranged in the horizontal direction prevent the mold panels 16a to 16c from being deformed forward in the front-rear direction and the stacked panels 16a to 16c from collapsing.

  In the horizontal installation material installation step, a plurality of horizontal installation materials 18 extending in the horizontal direction are installed in each truss structure 17. In the horizontal installation material installation step, as shown in FIG. 15, the six horizontal installation materials 18 are installed in front of the truss structure 17 in a state where they are separated by a predetermined dimension in the vertical direction. In the horizontal member installation process, the horizontal members 18 are firmly fixed to the second vertical members 32 of the truss structures 17 via the fixing fittings 43. When the horizontal members 18a to 18c are fixed to the truss structure 17, the two horizontal members 18 are positioned in front of the mold panel 16a, and the two horizontal members 18 are positioned in front of the mold panel 16b. At the same time, the two horizontal members 18 are positioned in front of the formwork panel 16c. In the mold frame 10B, the laterally laying members 18 prevent the truss structures 17 from being deformed forward and backward in the front-rear direction and laterally bent.

  When the positioning process, the angle installation process, the truss structure first installation process, the panel installation process, the first horizontal installation material installation process, the truss structure second installation process, and the horizontal installation material installation process are completed, the form shown in FIG. 10B is completed. After assembling the mold 10B, a concrete placing process is performed. In the concrete placing step, as shown in FIG. 19, the concrete 13 is placed in the space 14 from a placement port 29 formed in the formwork panel 16a. When the concrete 13 is placed in the space 14 by the concrete placing step, the lateral pressure of the concrete 13 that has entered the space 14 acts on the formwork panels 16a to 16c.

  When the side pressure of the concrete 13 acts on the panels 16a to 16c, the panels 16a to 16c try to bulge forward in the front-rear direction, but the bulges of the panels 16a to 16c are suppressed by the truss structure 17, and the side pressure of the concrete 13 is increased. The deformation of the panels 16a to 16c and the collapse of the stacked panels 16a to 16c are prevented. In addition, the truss structure 17 tends to bulge forward in the front-rear direction due to the side pressure of the concrete 13, but the bulge of each truss structure 17 is suppressed by the lateral members 18 a to 18 c, and the truss structure due to the side pressure of the concrete 13. 17 deformation and flexure are prevented.

  In the formwork 10B, even if each truss structure 17 serves as a vertical press against the panels 16a to 16c, and the lateral pressure of the concrete 13 placed in the space 14 acts on the panels 16a to 16c, the panels 16a to 16c. Is not bent, and the straight state of the panels 16a to 16c can be maintained. Further, the polyurea resin 25 is applied to the six surfaces 19 to 24 of the panels 16a to 16c, and the bending strength of the panels 16a to 16c itself is greatly increased by the cured polyurea resin 25. Even if it acts on the panels 16a to 16c, the panels 16a to 16c are not bent, and the straight state of the panels 16a to 16c can be maintained.

  After the curing period of the concrete 13 elapses, a mold removal process is performed. Since the details of the mold removal process are the same as those of the construction procedure of the earthquake-proof reinforcement wall W2 using the mold 10A of FIG. 1, detailed description thereof is omitted. By removing all the members forming the mold 10B and removing (disassembling) the assembled mold 10B, a newly installed seismic reinforcement wall W2 made of reinforced concrete is produced.

  The formwork 10B was placed in the space 14 between the wall surface 12 of the building 11 and the formwork panels 16a to 16c by using a plurality of truss structures 17 and a plurality of horizontal members 18. Since it can sufficiently withstand the lateral pressure of the concrete 13 and the parallel state of the wall surface 12 and the panels 16a to 16c can be maintained, the concrete 13 can be reliably beaten against the wall surface 12, and the existing wall W1 A new reinforced concrete seismic reinforcement wall W2 can be made as designed on the outside.

  When assembling the mold 10B, it is not necessary to install a plurality of separators. Not only can the labor and time for installing the separator be saved, but it is not necessary to rely on the experience of the mold carpenter. In addition to being able to assemble efficiently, it can be assembled inexpensively without the need for labor. Moreover, since it is not necessary to install a separator in the space 14 in the mold 10B, the reinforcing bar arranged in the space 14 does not interfere with the installation of the separator, and the reinforcing bar is freely arranged in the space 14. The seismic reinforcing wall W2 made of strong reinforced concrete can be made.

The front view which shows an example of the assembled formwork. The side view of the formwork of FIG. 1 assembled. The perspective view of the formwork panels 16a-16c shown as an example. FIG. 4 is an end view taken along line 4-4 of FIG. 3. The figure which shows an example of the construction procedure of an earthquake-proof reinforcement wall. The side view of FIG. The figure which shows the construction procedure of the earthquake-proof reinforcement wall continued from FIG. The side view of FIG. The figure which shows the construction procedure of the earthquake-proof reinforcement wall continued from FIG. The side view of FIG. The figure which shows the construction procedure of the earthquake-proof reinforcement wall which continues from FIG. The figure which shows the construction procedure of the earthquake-proof reinforcement wall which continues from FIG. The side view of FIG. The side view similar to FIG. 13 which shows the placement state of concrete. The front view which shows another example of the assembled formwork. FIG. 16 is a side view of the assembled formwork of FIG. 15. The figure which shows another example of the construction procedure of an earthquake-proof reinforcement wall. The figure which shows the construction procedure of the earthquake-proof reinforcement wall which continues from FIG. The side view which shows the placement state of concrete.

10A Formwork 10B Formwork 11 Building (Building)
12 Wall surface 13 Concrete 14 Space 15 Pillar 16a-16c Formwork panel 17 Truss structure (vertical installation material)
18a-18c Horizontal installation material 19 1st opposing surface 20 2nd opposing surface 21 Upper surface 22 Lower surface 23 Side surface 24 Side surface 25 Polyurea resin 26 Slab bottom surface or beam bottom surface 27 Floor surface 28 Handle 29 Confirmation port 30 Confirmation window 31 1st vertical member 32 Second vertical member 33 Truss member 34 Size adjusting member 35 Fixed end portion 36 Opening portion 37 Upper end portion 38 Lower end portion 39a, 39b Angle 40a, 40b Anchor bolt 41a, 41b Adjuster bolt 42 Connecting string (connecting member)
43 Fixing bracket 44 Upper end 45 Lower end

Claims (11)

In the formwork assembled to the wall of the building and used to make a new wall by striking concrete outside the wall,
The mold is positioned at a first position where the bottom surface of the slab or the beam bottom surface is spaced a predetermined distance forward from the wall surface of the building in the front-rear direction and a floor surface positioned a predetermined distance forward from the wall surface in the front-rear direction. A formwork panel with a predetermined area installed between two locations, a plurality of vertically installed members fixed in front of the panel in the front-rear direction and extending in the vertical direction and arranged with a predetermined distance in the horizontal direction; A plurality of horizontal installation members that are fixed to the vertical installation members while being positioned in the front-rear direction of the vertical installation members, extend in the horizontal direction, and are arranged at a predetermined distance in the vertical direction;
The vertical installation members prevent deformation of the panel due to the side pressure of the concrete when the concrete is placed in the space between the wall surface and the panel, and the horizontal installation members add the concrete to the space. A formwork characterized by preventing deformation or bending of the vertically installed members due to the side pressure of the concrete when placed.   The formwork according to claim 1, wherein at least three of the longitudinal members are disposed between both side edges extending in the vertical direction of the formwork panel.   In the formwork, two pieces of the vertical installation material are arranged at both side edges extending in the vertical direction of the formwork panel, and one piece of the vertical construction material is arranged at a horizontal center portion of the formwork panel. The mold according to claim 1 or claim 2.   A first vertical member that abuts on the formwork panel and extends straight in the vertical direction; and a first vertical member that extends from the first vertical member to the front in the front-rear direction and extends straight in the vertical direction. A truss structure that is formed between two vertical members and a truss member that is positioned between the first vertical member and the second vertical member and extends in a zigzag manner in the vertical direction, and an upper end portion of the truss structure is The slab bottom surface or the beam bottom surface spaced a predetermined dimension forward from the wall surface of the building is firmly fixed via a predetermined fixing means to the first fixed location, and the lower end portion of the truss structure is 4. The vehicle according to claim 1, which is firmly fixed to a second fixing portion positioned on a floor surface separated by a predetermined dimension from the wall surface of the building in the front-rear direction, through predetermined fixing means. Formwork.   The truss structure includes a dimension adjusting member capable of adjusting a height dimension thereof, and the dimension adjusting member is located on a side of the building and fixed to the building, and the first An opening that is positioned on a vertical member side and that can be adjusted in a vertical fixing position with respect to the first vertical member, and the first vertical member can be attached to and detached from the dimension adjustment member through the opening. The formwork of Claim 4 connected to.   In the formwork, the formwork panel is divided into a plurality of sheets, the panels are arranged in the vertical direction between the first place and the second place, the panels are arranged in the horizontal direction, and at least of the panels. In one aspect, a supply port for placing the concrete in the space between the wall surface and the panel is formed, and when placing the concrete in the space, at least one of the panels, The formwork according to any one of claims 1 to 5, wherein a confirmation window capable of confirming a placement state of the concrete in the space is made.   These formwork panels are hexahedrons having a predetermined surface facing the wall surface, a predetermined surface abutting surface contacting the truss structure, an upper surface and a lower surface, and both side surfaces. The formwork according to claim 6, wherein a synthetic resin is applied to reduce the frictional resistance of the panel to the concrete and increase the strength of the entire panel.   The mold according to claim 7, wherein the synthetic resin is a polyurea resin composed of isocyanate and a special amine, and smooth coating layers having a predetermined thickness are formed on the six surfaces of the panels by the cured polyurea resin. .   At least one handle that protrudes forward in the front-rear direction is attached to the contact surface of the mold panel that contacts the truss structure. In the mold, the handle of the panel and the truss structure are connected to each other. The formwork in any one of Claims 6 thru | or 8 which are connected via the said and are prevented from falling to the said wall surface side of those panels.   In the said formwork, these horizontal installation materials are being fixed to these vertical installation materials so that at least 1 said horizontal installation material may be located ahead of each of these formwork panels arranged in an up-down direction. Item 11. The form according to any one of Items 9.   The mold according to any one of claims 1 to 10, wherein the building is an existing one, and the formwork is used to construct a reinforced concrete seismic reinforcing wall made on a wall surface of the existing building. frame.

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