TW201315873A - Masonry building and method for constructing masonry building - Google Patents

Abstract

A masonry building is provided with a lower lateral rack member, two vertical members extending upward toward the top of the lower horizontal rack member, a wall body comprising a plurality of block members joined together in the horizontal direction and vertical direction above the lower horizontal rack member and between the two vertical members, and a dry-type upper horizontal rack member supported by an upper end of the wall body and bonded to the two vertical members.

Description

Construction method of masonry structure building and masonry structure building

The invention relates to a method for constructing a masonry structure building and a masonry structure building.

Since the masonry structure of the wall (structural wall) has been built since ancient times, in Japan, in order to improve the earthquake resistance, it has been in the above block. A cavity is provided in the material, and a reinforcing bar is inserted in the cavity to strengthen.

In order to join the block materials to each other, a joint mortar is cast at the joint portion of the above wall. At this time, since the dry brick or the concrete block has high water absorption, the moisture of the joint mortar is absorbed and the sufficient strength cannot be obtained. Therefore, it is necessary to preliminarily wet the block material with water. Further, in order to prevent the joint mortar from being crushed by the weight of the block material, it is necessary to pile the block material after the joint mortar is hardened to a certain extent. Moreover, in order to realize the integration of the block material and the steel bar, it is necessary to cast a mortar into the hollow portion of the block material into which the steel bar is inserted, and further, it is necessary to use a concrete foundation or a horizontal beam (connecting the stacked wall in the masonry structure) The top beam, the same below, the circumferential girder) reinforces the lower end of the wall.

Patent Document 1 is known as such a masonry structure. The masonry structure described in Patent Document 1 includes a wall formed by pouring concrete inside a concrete block, and the girders are formed by concrete. Such a lining is formed by partially assembling the frame and pouring concrete. The masonry structure is made of steel pillars and beams. strengthen.

Prior technical literature Patent literature

[Patent Document 1] Japanese Patent Laid-Open Publication No. 2004-316090

In the case of the previous masonry structure, the above-mentioned wet construction (such as concrete engineering or muddy water engineering, construction with mixed water materials, drying and hardening to complete the engineering of the project, the same as below, wet construction There are many problems. Moreover, since the mold frame needs to be loaded and unloaded in order to form the horizontal beam, there is a problem in that the time and the construction period at the time of construction are consumed. The pillar or beam of the steel skeleton included in the masonry structure of Patent Document 1 is only a reinforcing member, and does not contribute to the solution of such a problem. As mentioned above, it has been required since the time to save time and shorten the construction period.

Moreover, in the case of the former masonry structure building, when the block material such as the concrete block is piled up, it is difficult to accurately build the block material. Therefore, when the skill of the worker is low, there is a case where, for example, the position of the block material is shifted in the thickness direction or inclined with respect to the vertical direction. In this case, there is a problem that the construction accuracy such as the straightness or the uprightness of the wall formed by the block material is lowered. The pillar or beam of the steel skeleton included in the masonry structure of Patent Document 1 is only a reinforcing member, and does not contribute to the solution of such a problem. As described above, in order to maintain the construction accuracy such as the straightness or the uprightness of the wall, a considerable technique is required.

The object of the present invention is to provide a work time saving during construction and A masonry structure that shortens the construction period. Further, an object of the present invention is to provide a method for constructing a masonry structure building, which can maintain the construction accuracy such as straightness or uprightness of the wall even when the skill of the worker is low.

The masonry structure of one aspect of the present invention is characterized by comprising: a lower beam; two longitudinal beams which are erected above the lower beam; the wall is included on the lower beam and continuous between the two longitudinal beams a plurality of block materials disposed in the lateral direction and the longitudinal direction; and a dry upper beam supported by the upper end of the wall and joined to the two longitudinal beams. Here, the joint corresponding to the beam lower beam or the upper beam and the longitudinal beam may be any of the following joint structures: the longitudinal beam (continuously) is joined to the lower beam or the upper beam by the vertical direction on the side of the longitudinal beam. The end portion (the above is a preferred configuration of the stringer); the lower beam or the upper beam (continuously) is joined to the longitudinal beam on the upper surface and the lower surface of the horizontal beam through the horizontal direction (the above is a preferred configuration of the horizontal beam).

In addition, dry type refers to dry construction, which refers to the construction of materials used in mixed water as in concrete engineering or muddy water engineering when assembling standard components or components produced at the construction site without drying or hardening. The method of assembly (the same below).

According to one aspect of the present invention, a wall structure is formed by a plurality of block materials on a lower beam and between two longitudinal beams which are continuously disposed in a lateral direction and a longitudinal direction. Further, the dry upper beam is supported by the upper end of the wall, and two longitudinal beams are joined to both ends of the upper beam. In this way, the upper cross member is structurally equivalent to the horizontal beam. and Moreover, by using a dry upper beam, the previously required wet engineering can be greatly reduced. Therefore, the labor hours during construction can be saved and the construction period can be shortened.

Also, a plurality of block materials are joined to each other by an adhesive. In the case where a plurality of block materials are joined to each other by seam mortar as before, it is necessary to wait until the joint mortar is hardened. According to the present invention, since a plurality of block materials are joined to each other by an adhesive agent, such a waiting is not required, and the construction period can be further shortened.

Further, in the above-described masonry structure, a groove corresponding to the side shape of the stringer is formed, and the block material is positioned by fitting the stringer into the groove.

Further, the longitudinal beam has a protruding piece continuous in the direction of the material axis, and the block material contacting the longitudinal beam is formed with a groove corresponding to the protruding piece, and the block material is obtained by fitting the protruding piece into the groove Positioning. In previous masonry structures, the location of the block material was performed by casting mortar into the cavity of the block material. According to the present invention, since the protruding piece of the stringer is fitted into the groove of the block material and the block material is positioned, the positioning of the block material can be performed without casting the mortar as before. Therefore, the reduction in working hours and the shortening of the construction period can be achieved reliably and easily.

Further, the masonry structure includes a floor formed of a sheet material which is directly supported by a lower beam or an upper beam or by a floor supporting member fixed to the lower beam or the upper beam. According to this configuration, since the floor can be made dry, the labor hours during construction can be saved to a considerable extent and the construction period can be shortened.

In addition, on the two longitudinal beams or the upper beam, two upper layers are provided. The longitudinal beam is formed on the upper beam and between the two upper layer longitudinal beams, and is formed with the same upper wall as the wall. Here, the lower end portions of the two upper layer longitudinal beams may be directly supported by the upper ends of the two longitudinal beams (for the lower layer) or may be supported by the upper surface of the upper beam. According to this configuration, since the upper block material is stacked on the dry upper beam, there is no need to wait until the wet material is hardened, and the construction period of the plurality of floors can be shortened.

Further, the upper beam is supported by the upper end surface of the wall, and on the outer side of the upper beam, a covering material containing the same material as the block material is disposed so as to be flush with the wall. According to this configuration, the entire wall surface of the building can be processed with the same texture (texture of surface processing). Therefore, the design can be improved.

A method for constructing a masonry structure according to an aspect of the present invention is a method for constructing a masonry structure of a wall comprising a plurality of block materials stacked on a lower beam, The method comprises the following steps: a first step of erecting two longitudinal beams toward the upper beam; and a second step of stacking the ends of the grooves corresponding to the side shape of the longitudinal beams along the longitudinal beams. a block material; and a third step of stacking the block material for the intermediate portion based on the block material at the end.

According to a method of constructing a masonry structure according to an aspect of the present invention, an end portion of a groove corresponding to a side shape of the side member is stacked along the longitudinal beam by a block material. Then, the block material for the intermediate portion is stacked on the basis of the block material piled up along the longitudinal beam. Therefore, the block material for the end portion and the intermediate portion can be easily arranged linearly between the two longitudinal beams. Block material. Moreover, by using the block material at the end of the longitudinal beam stacking, the position of the longitudinal direction of the block material for the end portion can be accurately and easily determined, and it is also accurate and easy. The position of the longitudinal direction of the block material in the middle portion is determined. Therefore, even in the case where the skill of the worker is low, the construction accuracy such as the straightness or the uprightness of the wall can be maintained.

Further, the stringer includes a projecting piece continuous in the direction of the material axis, and in the second step, a block material for the end portion of the groove corresponding to the projecting piece is stacked along the stringer. According to this method, the precision of construction can be reliably and easily maintained.

Here, the method for constructing the above-mentioned masonry structure comprises the steps of: arranging the end block with the block material and the intermediate portion to a specific height to form a wall, and then erecting the upper end of the two longitudinal beams Upper beam. According to this construction method, since the upper beam is bridged at the upper end portions of the two longitudinal beams, the position of the upper beam can be accurately and easily determined.

According to one aspect of the invention, the man-hours during construction can be saved and the construction period can be shortened. Moreover, even in the case where the skill of the worker is low, the construction accuracy such as the straightness or the uprightness of the wall can be maintained.

Hereinafter, a masonry structure building and a method of constructing the same according to an embodiment of the present invention will be described in detail with reference to the drawings.

Fig. 1 is an elevational view showing the masonry structure building 1 of the present embodiment as seen from the outside. Fig. 2 is a cross-sectional view taken along line II-II of Fig. 1 and is an enlarged cross-sectional view showing a portion indicated by A. Fig. 3 is a perspective view of the masonry structure building 1 viewed from the indoor side. In FIG. 3, in order to explain the configuration of the present embodiment, a part of the block material is omitted and each component is shown in a separated state. Elements.

As shown in Fig. 1 to Fig. 3, the masonry structure building 1 is a residence of a masonry structure of a two-story building. The masonry structure building 1 comprises: a strip foundation 2; a stringer 5 which stands up above the strip foundation 2; and a wall 4 which is arranged on the strip foundation 2 continuously arranged in the transverse direction And a plurality of block materials 3 in the longitudinal direction; a steel beam horizontal beam between the first layer and the second layer (the horizontal beam made of steel, the same below) 6A; the steel bone horizontal beam 6B between the second floor and the roof; Floor 8A; second floor 8B; and roof floor 8C. Most of the components used in masonry structure buildings are industrialized houses that are standardized and industrialized. The masonry structure 1 has a plane modulus M (for example, it can be set to M = 455 mm). The baseline of the masonry structure building 1 (the baseline for architectural design and construction, the same below) is set at an integral multiple of the plane modulus M and is set for the orthogonal direction in two directions, and the wall 4, steel The center line CL1 of the thickness direction of the bone horizontal beams 6A, 6B (the direction from the room toward the outside) coincides with the baseline (see, for example, FIG. 2).

The strip foundation (continuous foundation, the same applies hereinafter) 2 is a structure made of reinforced concrete provided on the ground GD, and functions as a foundation of the masonry structure 1 . The strip foundation 2 includes a portion buried in the ground and a portion rising from the ground GD, and the upper end 2a of the rising portion is formed in a planar shape to mount a layer of the wall 4A. The strip foundation 2 is disposed to extend in the horizontal direction along the base line of the masonry structure 1 and is disposed at least directly below the position where the wall 4A is disposed. The strip foundation 2 functions as a lower beam with respect to the layer of the wall 4A. The thickness direction of the strip foundation 2 is such that the edge of the floor 8A and the wall 4A can be placed. The mode is set to be larger than the thickness direction of the wall 4A (thickness dimension T of the block material 3). The lower end portion of the longitudinal reinforcing steel 31 is embedded in the strip-shaped foundation 2, and the longitudinal reinforcing steel 31 protrudes from the upper end 2a of the strip-shaped foundation 2 and extends upward. A detailed description of the longitudinal reinforcing bars 31 will be described below.

As shown in Fig. 3, the stringer 5 is a long strip of steel material extending in the vertical direction. The stringer 5 includes a layered longitudinal beam 5A, a two-layer vertical beam 5B that is erected toward the upper side of the steel beam horizontal beam 6A, and a roof vertical beam (not shown) that is erected toward the upper side of the steel horizontal beam 6B. The stringer 5 is provided with a plurality of roots at the intersection of the wall bodies 4, the outer edge of the wall, and the end of the wall 4. The plurality of longitudinal beams 5 are disposed apart from each other in the extending direction of the strip foundation 2, the steel beam horizontal beam 6A, or the steel bone horizontal beam 6B. The centerline of the stringer 5 is consistent with the above baseline. The stringer 5 is a positioning reference for stacking a plurality of block materials 3, and functions as a guide for the block material 3. Between the two longitudinal beams 5, 5 (refer to Figs. 8 to 10), the block material 3 is piled up along the longitudinal beams 5, 5, and further, the other blocks are arranged with the block material 3 stacked along the longitudinal beams 5, 5 as a reference. The block material 3 is used to ensure the construction accuracy such as the straightness or the uprightness of the wall body 4, and thus the stringer 5 has a function of improving workability and construction accuracy. Further, the stringer 5 also has a function of reinforcing the wall 4 in cooperation with the steel beam horizontal beams 6A, 6B, etc., and suppressing the deformation of the wall body 4 during an earthquake to improve the shock resistance. However, since the load of the block material 3 on the upper portion of the steel horizontal beam 6A, 6B or the steel horizontal beam 6A, 6B is not directly transmitted to the lower block material 3 via the longitudinal beam 5, the longitudinal beam 5 does not have the usual The pillar has a function of transferring the vertical load to the lower structure. The one-layer longitudinal beam 5A, the second-layer longitudinal beam 5B, and the roof vertical beam correspond to one layer of the wall 4A, the second layer of the wall 4B, and the roof wall 4C, respectively.

A square-shaped base plate 5b is fixed to the lower end of the vertical beam 5A and the two-layer longitudinal beam 5B by welding, and a square upper plate 5a is fixed to the upper end. A base plate 5b having a lower end portion of the longitudinal beam 5A is fixed to the strip-shaped foundation 2 by anchor bolts. The two-layer longitudinal beam 5B is erected on the one-layer vertical beam 5A by bolting the base plate 5b to the upper side plate 5a of the one-side longitudinal beam 5A. The roof longitudinal beam is also erected on the second-layer longitudinal beam 5B in the same manner. The shape of the strip portion of the stringer 5 will be described later.

The wall 4 includes a wall 4A, a second wall 4B, and a roof wall 4C. A layer of wall 4A constitutes a wall of a layer portion of the masonry structure building 1, and is disposed between the strip foundation 2 and the steel beam horizontal beam 6A. The lower end 4b of the one-layer wall 4A is placed and fixed on the upper end 2a of the strip-shaped foundation 2, and the steel-framed beam 6A is placed and fixed on the upper end 4a of the one-layer wall 4A. The two-layer wall 4B constitutes a wall of the second layer portion of the masonry structure building 1, and is disposed between the steel beam horizontal beam 6A and the steel bone horizontal beam 6B. The lower end 4b of the two-layer wall 4B is placed and fixed to the steel beam horizontal beam 6A, and the steel bone horizontal beam 6B is placed and fixed on the upper end 4a of the second-layer wall 4B. The roof wall 4C constitutes a parapet of the roof of the masonry structure building 1, and is disposed above the steel beam horizontal beam 6B. The lower end 4b of the roof wall 4C is placed and fixed to the steel beam horizontal beam 6B.

The wall body 4 includes a plurality of block materials 3 which are continuously disposed in the lateral direction and the longitudinal direction between the two longitudinal beams 5 and 5 and joined to each other. The block materials 3 adjacent in the lateral direction and the longitudinal direction are joined to each other by an adhesive. By means of the adhesive, adjacent block materials 3 are fixed to each other. The subsequent agent is preferably used without being crushed even if it is coated thinly and has a sufficient effect of being subjected to a compressive force. As the adhesive, for example, a resin mortar can be used. By making With this type of adhesive, it is not necessary to wait until the mortar is hardened as the joint mortar used in the previous masonry structure, thereby saving construction time.

Here, the detailed configuration of the block material 3 will be described with reference to Figs. 4 and 5 . In the present embodiment, a plurality of types of block materials 3A, 3B, 3C, 3D, 3E, 3F, 3G, and 3H are used. The block materials 3A, 3B, 3C, 3D, 3E, 3F, 3G, and 3H are standardized by setting the dimension in the longitudinal direction based on the plane modulus M. The materials of the block materials 3A, 3B, 3C, 3D, 3E, 3F, 3G, and 3H are, for example, ALC (Autoclaved Lightweight Concrete) or lightweight concrete, or other bubble concrete.

As shown in Fig. 4, the block material 3A has a substantially rectangular parallelepiped shape, and has end faces 3a and 3b facing each other in the longitudinal direction, side faces 3c and 3d facing each other in the thickness direction, and mutually opposing in the height direction. It faces the upper surface 3e and the lower surface 3f. The length dimension of the block material 3A, that is, the dimension between the end face 3a and the end face 3b is set to be twice the size of the plane modulus M, that is, 2M. The thickness dimension of the block material 3A, that is, the dimension between the side surface 3c and the side surface 3d is set to T. The height dimension of the block material 3A, that is, the size between the upper surface 3e and the lower surface 3f can be set to any size, but is set, for example, to about 1 to 1.5 times the thickness dimension T. Specifically, the height dimension of the block material 3A is, for example, about 300 mm.

In the block material 3A, a reinforcing bar insertion hole 13 having a long hole shape penetrating from the upper surface 3e to the lower surface 3f is formed. The reinforcing bar insertion hole 13 has a long hole shape extending from the center line CL2 with respect to the thickness direction toward the side surface 3c and the side surface 3d. The shape of the long hole of the reinforcing bar insertion hole 13 is set to be a line with respect to the center line CL2. Symmetrical shape and size. The reinforcing bar insertion hole 13 is formed at a position where the distance from the end surface 3a in the longitudinal direction is M/2, and is formed at a position of M+M/2. A groove portion (see the groove portion 14 of Fig. 2) extending in the longitudinal direction along the center line CL2 is formed on the upper surface 3e and the lower surface 3f of the block material 3A.

Grooves 3g and 3h extending in the height direction are formed at both end portions in the longitudinal direction of the block material 3A. The grooves 3g and 3h respectively have a rectangular shallow groove 3j which is slightly recessed from the end faces 3a and 3b and has a specific width in the thickness direction, and a slit-shaped deep groove 3k which is along the center line CL2 from the shallow groove 3j. Deeper depression. The grooves 3g and 3h are bilaterally symmetrical with each other. The side faces of the stringers 5 are fitted to the grooves 3g and 3h. That is, the block material 3A has grooves 3g, 3h corresponding to the side shape of the stringer 5.

The block material 3B and the block material 3C have a length dimension of 2M-T/2. Specifically, the block material 3B is configured by shortening the size of the end portion of the end face 3a side of the block material 3A by T/2. A groove 3h is formed in the end portion of the end face 3b side of the block material 3B in the same manner as the block material 3A. A groove portion is not formed at the end portion of the end face 3a side of the block material 3B. The other portions have the same configuration as the block material 3A. The block material 3C is constituted by shortening the size of the end portion of the end face 3b side of the block material 3A by T/2. A groove 3g is formed in the end portion of the block material 3C on the end face 3a side in the same manner as the block material 3A. A groove portion is not formed at the end portion of the end face 3b side of the block material 3C. The other portions have the same configuration as the block material 3A.

As shown in Fig. 5, the block material 3D has a substantially rectangular parallelepiped shape, and has end faces 3a and 3b opposed to each other in the longitudinal direction, side faces 3c and 3d opposed to each other in the thickness direction, and mutually opposite in the height direction. To the upper surface 3e and Lower surface 3f. The length dimension of the block material 3D, that is, the dimension between the end face 3a and the end face 3b is set to the plane modulus M. The thickness dimension of the block material 3D, that is, the dimension between the side surface 3c and the side surface 3d is set to T in the same manner as the block material 3A. The height dimension of the block material 3D, that is, the dimension between the upper surface 3e and the lower surface 3f is set to be the same size as the height dimension of the block material 3A.

A reinforcing bar insertion hole 13 having a long hole shape penetrating from the upper surface 3e to the lower surface 3f is formed in the block material 3D. The reinforcing bar insertion hole 13 has a long hole shape extending from the center line CL2 with respect to the thickness direction toward the side surface 3c and the side surface 3d. The shape of the long hole of the reinforcing bar insertion hole 13 is set to be linearly symmetrical with respect to the center line CL2. The reinforcing bar insertion hole 13 is formed at a position where the distance from the end face 3a in the longitudinal direction is M/2. A groove portion (see the groove portion 14 of Fig. 2) extending in the longitudinal direction along the center line CL2 is formed on the upper surface 3e and the lower surface 3f of the block material 3D.

Grooves 3g and 3h extending in the height direction are formed at both end portions in the longitudinal direction of the block material 3D. The grooves 3g and 3h respectively have a rectangular shallow groove 3j which is slightly recessed from the end faces 3a and 3b and has a specific width in the thickness direction, and a slit-shaped deep groove 3k which is along the center line CL2 from the shallow groove 3j. Deeper depression. The grooves 3g and 3h are bilaterally symmetrical with each other. The side faces of the stringers 5 are fitted to the grooves 3g and 3h. That is, the block material 3D has grooves 3g, 3h corresponding to the side shape of the stringer 5.

The length dimension of the block material 3E and the block material 3F is set to M-T/2. Specifically, the block material 3E is configured by shortening the size of the end portion on the end surface 3a side of the block material 3D by T/2. At the end of the end face 3b side of the block material 3E, a groove 3h is formed in the same manner as the block material 3D. For block material 3E The groove portion is not formed at the end portion on the end face 3a side. The other parts have the same configuration as the block material 3D. The block material 3F is constituted by shortening the size of the end portion of the end face 3b side of the block material 3D by T/2. At the end of the end face 3a side of the block material 3F, a groove 3g is formed in the same manner as the block material 3D. A groove portion is not formed at the end portion of the end face 3b of the block material 3F. The other parts have the same configuration as the block material 3D.

The block material 3G and the block material 3H are different from the above-mentioned block materials 3A, 3B, 3C, 3D, 3E, and 3F, and the outer edge portion (the corner portion) of the wall is disposed along the side end portion of the wall body 4. The block material is coated. The block materials 3G and 3H are elongated in the height direction. The block materials 3G and 3H have a length dimension of T/2. The thickness dimension of the block materials 3G and 3H, that is, the dimension between the side surface 3c and the side surface 3d is set to T in the same manner as the block material 3A. The height dimension of the block materials 3G, 3H, that is, the dimension between the upper surface 3e and the lower surface 3f is set, for example, to an integral multiple of the height dimension of the block material 3A. Specifically, when the height dimension of the block material 3A is set to about 300 mm, the height dimensions of the block materials 3g and 3h are set to, for example, about 9 times of 2700 mm.

A shallow groove 3m extending in the height direction is formed at an end portion on the end face 3b side in the longitudinal direction of the block material 3G. The shallow groove 3m has a rectangular shape which is slightly recessed from the end surface 3b and has a specific width in the thickness direction. A shallow groove 3n extending in the height direction is formed at an end portion on the end face 3a side in the longitudinal direction of the block material 3H. The shallow groove 3n has a rectangular shape which is slightly recessed from the end surface 3a and has a specific width in the thickness direction.

Referring back to FIG. 1 to FIG. 3, the wall 4 has a planar modulus M based on the above. The block materials 3A, 3B, 3C, 3D, 3E, 3F, 3G, and 3H of different sizes not only expand in a planar manner like the general part of the wall, such as the outer edge of the wall, the edge of the wall or The portion in which the shape of the sash portion is irregularly changed may also include only the standardized block material (that is, it is not necessary to make a block material of a particular size for only a certain portion).

For example, the wall of the wall 4 is generally formed by stacking the block material 3A having a length of 2M. That is, the block material 3A is piled in a zigzag manner so that the length dimension is shifted by M in such a manner that the upper surface 3e of the block material 3A stacked on the lower layer side is observed, whereby the wall of the wall 4 is generally formed. Department (see Figure 3). Further, the wall portion generally means a portion which does not form an outer wall edge portion, a wall inner edge portion or a sash portion as in the area shown by B in Fig. 1.

Next, the arrangement of the stringer 5 and the block material 3 will be described. Fig. 6(a) is a view showing the arrangement of the block material in the general portion of the wall from above, and Fig. 6(b) is a view showing the arrangement of the block material on the outer edge of the wall from above. As shown in Fig. 6(a) and Fig. 6(b), the longitudinal beam 5 includes two types of steel materials: a longitudinal beam 5P having a cross section in a long section, and a longitudinal beam 5Q having a T-shaped section in a long section. . The cross-shaped longitudinal beam 5P is formed on the side surface with protruding pieces 50, 50 which are continuous in the direction of the material axis and which protrude in the direction perpendicular to the direction of the material axis. The longitudinal beam 5Q having a T-shaped cross section has a projecting piece 51 which is continuous on the side surface and protrudes in the direction perpendicular to the direction of the material axis.

As described above, the groove 3g or the groove 3h is formed in the block material 3A or the like. As shown in Fig. 6(a), the wall portion is generally formed by continuously providing the block materials 3A, 3A. The stringer 5P is fitted into the groove 3g of one of the block materials 3A and is fitted In the other side of the block material 3A slot 3h. More specifically, the protruding piece 50 of the stringer 5P is fitted into the deep groove 3k of the block material 3A. In other words, when the block materials 3A are continuously provided to each other, a groove-shaped cross-shaped space extending in the height direction of the block material 3A is formed by the grooves 3g and the grooves 3h. The stringer 5P is disposed in a cross-shaped space of the cross section. The stringer 5P is sandwiched by the block materials 3A, 3A and wrapped in the wall 4. Thus, the cross-shaped cross member 5P can be used, for example, for the general portion of the wall.

Further, as shown in Fig. 6(b), the outer wall portion of the wall includes a block material 3A, a block material 3C orthogonal to the block material material 3A, and a strip attached to the end portion of the block material 3A. Block material 3G. The stringer 5Q is fitted into the groove 3g of the block material 3A and fitted into the shallow groove 3m of the block material 3G. More specifically, the protruding piece 51 of the stringer 5Q is fitted into the deep groove 3K of the block material 3A. In other words, when the block material 3A and the block material 3G are continuously provided, a space having a T-shaped cross section extending in the height direction of the block material 3A is formed by the groove 3g and the shallow groove 3m. The stringer 5Q is disposed in a space of a T-shaped cross section. The stringer 5Q is sandwiched by the block material 3A and the block material 3G and is wrapped in the wall 4. In this way, the longitudinal beam 5Q having a T-shaped cross section can be used, for example, for the outer edge of the wall.

The position where each of the side members 5P and 5Q is used can be appropriately set. For example, the cross member 5C having a cross section may be used for a corner portion other than the general portion of the wall, or the vertical beam 5Q having a T-shaped cross section may be used for the general portion of the wall. The stringers 5P, 5Q can be used for any of the above-described one-layer wall 4A, two-layer wall 4B, and roof wall 4C. Moreover, the thickness of the block material is set larger than the cross-sectional dimension of the stringer, or the block material for the corner is reinforced. Therefore, even if the deep groove 3k is formed by the block material at the corner, there is no problem in strength. In this case, the cross-shaped cross member 5P can be used for the corner portion.

Next, the constitution of the steel beam horizontal beams 6A, 6B will be described. As shown in Fig. 2, Fig. 3, and Fig. 7, the steel beam horizontal beams 6A, 6B are combined with two grooved steel plywood composite beams. The steel lug beams 6A, 6B have the same height dimensions as the block material 3. Further, H-shaped steel can also be used as the steel beam horizontal beams 6A, 6B.

Both ends of the steel lug beam 6A are bolted with respect to one layer of the longitudinal beams 5A, 5A (see also Fig. 10). A web (vertical portion) at both ends of the steel lug beam 6A is welded with a rectangular gusset plate 20, and the gusset plate is inserted into the joint with the side sill 5A. Use bolt holes 20a. On the other hand, a bolt hole 5c for engaging the steel beam horizontal beam 6A is bored at an upper end portion of the one-layer longitudinal beam 5A. The steel beam horizontal beam 6A is joined to the one-layer longitudinal beam 5A by using the bolt holes 20a and the bolt holes 5c. The one-layer vertical beam 5A upper plate 5a is disposed so as to be flush with the upper end 6a of the steel horizontal beam 6A. Thus, the steel lining 6A is supported by the upper end 4a of the wall 4A and joined at both ends to the dry upper beam of the two vertical girders 5A, 5A.

The cover material 21 is fixed to the outer side of the steel beam horizontal beam 6A so as to be flush with the one wall 4A and the second wall 4B. The covering material 21 has a rectangular plate shape having the same height dimension as the steel beam horizontal beam 6A, that is, the block material 3. The cover material 21 contains the same material as the block material 3. The covering material 21 is fixed to the plate-like base material 22 disposed on the web of the steel bolster 6A by screws 23 or the like. The covering material 21 is spread over the entire direction of the extension of the steel rib beam 6A to cover the steel rib beam 6A, and the outside is exposed to the outside (see also 1). With the covering material 21, the entire wall surface of the building can be processed by the same texture.

On the inner side of the steel bolster 6A, a floor supporting member 24 for supporting the second floor 8B is fixed at a plurality of portions in the longitudinal direction (lateral direction). The floor support member 24 protrudes toward the indoor side. An elongated floor mounting plate 26 having a thickness equal to the flange portion of the steel horizontal beam 6A is fixed between the floor supporting member 24 and the lower end 4b of the two-layer wall 4B.

The steel rib beam 6B disposed between the two-layer wall 4B and the roof wall 4C has the same configuration as the steel bolster 6A. A cover material 21 or the like is provided on the outer side of the steel bolster 6B, and a floor support member 24 or the like is provided inside the steel bolster 6B, similarly to the configuration of the periphery of the steel bolster 6A. Compared with the two-layer wall 4B, the steel beam horizontal beam 6A functions as a lower beam, and the steel beam horizontal beam 6B functions as an upper beam. Further, with respect to the roof wall 4C, the steel beam horizontal beam 6B functions as a lower beam.

Next, the configuration of the floors 8A, 8B, and 8C will be described. In the present embodiment, the floors 8A, 8B, and 8C each include a plate material and are dried. A floor 8A is constructed by arranging a plurality of panels. As the sheet material, lightweight foam concrete (ALC board, the same applies hereinafter), concrete slab, wood board, etc. can be used. Each of the sheets of the first floor 8A is supported by a strip foundation 2 or a steel trabecular beam or the like which is placed on the strip foundation 2.

The second floor 8B is constructed by arranging a plurality of sheets. As the sheet material, lightweight foam concrete, concrete slabs, wood panels, and the like can be used. Each of the sheets of the second floor panel 8B is supported by the floor supporting member 24 via the floor supporting panel 26, and is supported by a steel trabecular beam or the like which is mounted on the steel beam horizontal beam 6A.

The roof floor 8C is constructed by arranging a plurality of sheets. As the plate material, a heat insulating material for structural use such as an ALC plate can be used. Each of the sheets of the roof floor panel 8C is supported by the floor support member 24 via the floor mounting panel 26 and supported by a steel trabecular beam or the like that is mounted on the steel beam horizontal beam 6B.

The masonry structure 1 is reinforced by the longitudinal reinforcing bars 31, 33. Here, in the wall body 4, a through hole extending in the longitudinal direction is formed in order to pass the longitudinal reinforcing steel bar 31. Further, in the flange portions of the steel lateral beams 6A and 6B, through holes are formed at a specific distance (here, a plane modulus M) by the longitudinal reinforcing bars 31. Specifically, the block material 3 is set to a size based on the plane modulus M for any kind, and the reinforcing bar insertion holes 13 are also arranged in a size based on the plane modulus M. Therefore, even if the block materials 3 are arranged in a zigzag manner, the reinforcing bar insertion holes 13 formed in one block material 3 can be combined with the reinforcing bar insertion holes 13 of the block material 3 of the next layer and the block material 3 of the upper layer. The steel bar insertion holes 13 are in communication. Further, the end portions of the longitudinal reinforcing steel bars 31 are tightly joined by a nut or the like through the through holes of the steel beam horizontal beams 6A, 6B.

Further, in the through hole formed by the reinforcing bar insertion hole 13 of the block material 3 and the reinforcing bar insertion hole 27 of the outer frame material, the reinforcing bar insertion hole 13 of the block material 3 and the reinforcing bar insertion hole 27 of the outer frame material The groove portion 14 formed in the through hole and the block material 3 is filled with a filler such as mortar or resin mortar.

Next, an example of a method of constructing the masonry structure building 1 of the present embodiment will be described.

First, as shown in Fig. 8, a strip-shaped foundation 2 for erecting the longitudinal reinforcing bars 31 is formed, and two of the specific distances are set in the extending direction of the strip-shaped foundation 2 One layer uses the stringer 5A. Here, the cross-shaped longitudinal beam 5P is erected as a one-layer vertical beam 5A. The stringer 5P has a protruding piece 50 that is continuous in the direction of the material axis.

Then, as shown in FIG. 9, the first layer of block material 3 is stacked on the upper end 2a of the strip-shaped foundation 2. More specifically, among the block materials 3 of the first layer, the block material 3 (the block material 3P at the left and right ends shown in FIG. 9) which is closest to the layer of the longitudinal beam 5A is used along the layer of the longitudinal beam 5A. Pile up. At this time, the upper end portion of the longitudinal reinforcing reinforcing steel 31 on one side is passed through the reinforcing bar insertion hole 13 of the block material 3 and the protruding piece 50 is fitted into the groove 3g or the groove 3h formed in the block material 3, along one layer. The block material 3 is stacked by sliding the longitudinal beam 5A. The block material 3 stacked here has a groove 3g corresponding to the side shape of the side member 5A or a block material 3P for the end portion of the groove 3h. The position of the block material can be easily determined by the end block material 3P having a long groove corresponding to the protruding piece 50 and stacking the end block material 3P along the layer side member 5A.

Then, the block material 3 adjacent to the block material 3 is piled up with reference to the block material 3 stacked along the layer of the longitudinal beam 5A. The block material 3 stacked here is equivalent to the block material 3Q for the intermediate portion. The intermediate portion block material 3Q is stacked such that the surface thereof and the surface of the end block material 3P are flush with each other.

After the first layer of block material 3 is piled up, the block material 3 after the second layer is piled up in the same manner. At this time, the block materials 3 of the respective layers are stacked in a zigzag manner. Further, at the time of stacking, the blocks 3 are fixed by an adhesive or the like while being stacked. Moreover, the horizontal reinforcement bar 32 is arrange|positioned in the horizontal direction in the specific layer. In any of the layers, the block material 3 closest to the layer of the longitudinal beam 5A is first stacked along the longitudinal beam 5A, and then stacked along the layer with the longitudinal beam 5A. Based on the block material 3, the block material 3 arranged in the block material 3 is stacked. With this construction method, the construction accuracy such as the straightness or the uprightness of the wall body 4 is ensured. Also, a floor 8A is provided.

Then, as shown in FIG. 10, the block material 3 is piled up to the height immediately below the steel beam horizontal beam 6A, and a layer of the wall 4A is formed between the layered longitudinal beams 5A, 5A, and the longitudinal beams 5A, 5A are used on the first layer. The upper end is provided with a steel beam horizontal beam 6A. More specifically, the steel lateral beam 6A is placed on the upper end 4a of the wall 4A and bolted to the steel with the longitudinal beam 5A via the angled bracket 20 fixed to both ends of the steel lateral beam 6A. Bone beam 6A. Further, the longitudinal reinforcing steel bar 31 is inserted into the through hole of the steel beam horizontal beam 6A, and is tightly coupled by the nut.

Then, after the cover material 21, the floor support member 24, the floor mounting board 26, and the like are provided, the second floor 8B is provided. Then, the two-layer longitudinal beams 5B and 5B are erected by bolting the base plate 5b of the two-layer longitudinal beam 5B (see FIG. 3) to the upper frame 5a of the longitudinal beam 5A. Then, the two-layer wall 4B and the roof floor 8C are formed in the same order as the one layer on the steel rib beam 6A and the two-layer side girders 5B and 5B. Further, the roof wall 4C is constructed in the same order as the one layer and the second floor.

According to the masonry structure building 1 of the present embodiment described above, the wall body 4 is formed by a plurality of block materials 3 which are attached to the strip foundation 2 or the steel beam horizontal beams 6A, 6B. The upper and lower longitudinal beams 5 and 5 are continuously disposed in the lateral direction and the longitudinal direction. Further, the dry steel lateral beams 6A and 6B are supported by the upper end 4a of the wall 4, and the steel lateral beams 6A and 6B are Both ends are joined to two longitudinal beams. Thus, by using the dry steel lining beams 6A, 6B, the previously required wet engineering can be greatly reduced, so the working hours during construction can be Savings and shortening the construction period.

When the plurality of block materials 3 are joined to each other by the joint mortar as before, it is necessary to wait until the joint mortar is hardened, but according to the masonry structure 1, a plurality of block materials 3 are borrowed from each other. It is joined by the adhesive, so the waiting period is further shortened without such waiting.

Moreover, in the prior masonry structure, the positioning of the block material is performed by casting the mortar in the hollow portion of the block material, but according to the masonry structure 1, the protruding piece 50 of the longitudinal beam 5 The deep groove 3k of the 51-fitting block material and the block material 3 are positioned, so that the block material 3 can be positioned without casting the mortar as before, so the reduction of the working hours and the shortening of the construction period are indeed and easily Realized.

Further, the floor panels 8B and 8C including the panels are further included, and since the panels of the floors 8B and 8C are supported by the floor supporting members 24 fixed to the steel beam beams 6A, 6B, the floors 8B and 8C can be made dry. It can save working hours and shorten the construction period to a considerable extent.

Further, on the two longitudinal beams 5A and 5A (or the two-layer longitudinal beams 5B and 5B), two two-layer longitudinal beams 5B and 5B (or roof longitudinal beams) are further provided to the steel beam. 6A (or steel beam horizontal beam 6B) and two two-layer longitudinal beams 5B, 5B are formed with a two-layer wall 4B (or roof wall 4C) having the same structure as one layer of wall 4A, so dry The upper layer of the block material 3 is stacked on the steel beam horizontal beam 6A (or the steel bone horizontal beam 6B), so there is no need to wait until the wet material is hardened, so that the construction period of the building of the plurality of layers is also shortened.

Further, on the outer side of the steel beam horizontal beams 6A, 6B, a covering material 21 containing the same material as the block material 3 is provided so as to be flush with the wall body 4, Therefore, the entire wall of the building is machined with the same texture. Further, since the stringer 5 is enclosed by a plurality of block materials 3, the appearance of the stringer 5 is not impaired. Therefore, the design is improved.

According to the method of constructing the masonry structure building 1 of the present embodiment, the end portions of the grooves 3g and 3h corresponding to the side surfaces of the side members 5 and 5 are stacked along the side members 5 by the block members 3P. Then, the block material 3Q for the intermediate portion is piled up with the block material 3P at the end portion stacked along the longitudinal beam 5, so that it is easy to use the block material 3P for the end portion and the block material 3Q for the intermediate portion for the longitudinal beam. 5 and 5 are arranged in a line shape. Further, by stacking the end block material 3P along the vertical beam 5, the position of the end block material 3P in the longitudinal direction can be accurately and easily determined, and the intermediate block can be accurately and easily determined. The position of the material 3Q in the longitudinal direction. Therefore, even in the case where the skill of the worker is low, the construction accuracy such as the straightness or the uprightness of the wall body 4 can be maintained.

Further, the two longitudinal beams 5 and 5 have protruding pieces 50 and 51 which are continuous in the direction of the material axis, and the end portions of the deep grooves 3k corresponding to the protruding pieces 50 and 51 are formed by the block material 3P along the longitudinal beam. 5 piles. With this method, the construction accuracy can be reliably and easily maintained.

Further, since the wall portion 4 is formed by stacking the end block material 3P and the intermediate portion block material 3Q to a specific height, the steel ribs are erected at the upper ends of the two longitudinal beams 5, 5. The horizontal beam 6A can therefore accurately and easily determine the position of the steel beam horizontal beam 6A.

Fig. 11 is a perspective view of the masonry structure building of the second embodiment as seen from the indoor side. The difference between the masonry structure 1A shown in FIG. 11 and the masonry structure 1 shown in FIG. 3 is that the dry type horizontal beam 60 is included instead of the steel skeleton. The beam 6A, the dry bolster 60 comprises a wood-based material having a substantially rectangular parallelepiped shape. The masonry structure 1A can also exert the same functions and effects as the masonry structure 1 and its construction method.

Further, the longitudinal beam 5 including the steel material is not limited to the first embodiment and the second embodiment, and a stringer of another material may be used. For example, as in the masonry structure building 1B of the third embodiment shown in FIGS. 12 and 13, a stringer 55 including a columnar wood-based material may be used. In the masonry structure building 1B, the block material 3R is used as the end block material (see Fig. 12). A groove 56 corresponding to the side shape of the stringer 55 is formed at the end of the block material 3R. This groove 56 is fitted to the stringer 55. The stringer 55 is wrapped in the wall 4 by the block materials 3R, 3R. The centerline CL3 of the stringer 55 coincides with the baseline of the masonry structure 1B.

As shown in Fig. 13, in the masonry structure building 1B, a dry roof rail 60 containing a wood-based material is provided in the same manner as the masonry structure building 1A. The horizontal beam 60 between the one layer and the second layer is disposed between the upper end of the wall 4A including the plurality of block materials 3S and the lower end of the second wall 4B. The horizontal beam 60 between the second floor and the roof is mounted on the upper end surface of the two-layer wall 4B including a plurality of block materials 3S.

In the horizontal beam 60, the end portion of the wooden beam 61 is joined to the upper surface of the horizontal beam 60 and the height of the upper surface of the wooden beam 61 (the position in the vertical direction). The wooden beam 61 is orthogonal to the horizontal beam 60 and extends toward the indoor side. A plywood 62 is directly fixedly disposed on the upper surface of the horizontal beam 60 and the wooden beam 61. As described above, in the masonry structure building 1B, the floor panel 62 as the floor of the second floor is directly supported by the horizontal beam 60 without using the floor supporting member 24 or the floor placing board 26 (refer to FIG. 3). also, The plywood 63 as a floor is supported by a sleeper 64 and a joist 65. Further, in the masonry structure 1B, the horizontal beam 60 is placed on the upper end of the side member 55. The masonry structure 1B can also exert the same functions and effects as the masonry structure 1 and its construction method.

Further, as in the masonry structure of the fourth embodiment shown in Fig. 14, the center line CL4 of the stringer 55 may not coincide with the baseline. That is, the centerline CL4 of the stringer can also be eccentric with respect to the baseline. In the case of the example shown in Fig. 14, the center line CL4 of the longitudinal beam 55 and the horizontal beam 60 (not shown) including the columnar wood-like material is located on the indoor side more than the baseline (in Fig. 14 is the wall). Body 4 is on the right side). By arranging one of the corner column-shaped longitudinal beams 55 or the horizontal beam 60 at a position exposed to the inside of the room, it is possible to promote the drying of the stringer 55 or the horizontal beam 60 containing the wood-based material to ensure a moderate moisturizing state. A groove 57 corresponding to the side shape of the stringer 55 is formed at an end portion of the block material 3T as a block material for the end portion. In this case, the groove 57 is formed at the corner of the block material 3T. The stringer 55 is fitted into the groove 57 and exposed between the block materials 3T and 3T. The side surface of the stringer 55 is flush with the surface of the block material 3T. With such a masonry structure, the same functions and effects as the masonry structure 1 and its construction method can be exerted.

The present invention is not limited to the above embodiment. For example, it is not limited to the case where a plurality of block materials 3 are joined to each other by an adhesive, but may be joined by a joint mortar. Further, the longitudinal beam 5 and the block material 3 can be fitted to each other in a different manner without restricting the case where the vertical beam 5 has the protruding piece and the groove 3g and 3h are formed in the block material 3. The stringer can also be a cross-sectional shape. Stringer The material and shape can be appropriately selected. The cross-sectional shape of the stringer can be any shape.

Further, the method of stacking the block material 3 or the arrangement of the reinforcing bars is not particularly limited, and may be appropriately changed. Further, the configuration of the block material 3 is not limited to those shown in Fig. 4 or Fig. 5, and may be appropriately changed. Further, in the present embodiment, a masonry structure of a two-story building is taken as an example, but the present invention is also applicable to a masonry structure or a building having a floor or a three-story building. Further, in the embodiment, the block material 3 is set to be a standardized component based on the dimension of the plane modulus M, but the present invention is also applicable to a masonry structure without standardization.

Further, in the above embodiment, the case of using the dry steel beam beams 6A, 6B will be described, but it may be a wet type beam formed by pouring concrete. Further, the present invention is not limited to the case where a plurality of block materials 3 are arranged in a zigzag shape, and may be arranged in a lattice shape. In this case, the end block material 3P may be stacked along the longitudinal beams 5, 5 directly below the steel beam horizontal beam 6A, and thereafter, the intermediate portion is piled up with the end block material 3P as a reference. Block material 3Q.

Further, the arrangement of the reinforcing bars and the like is not particularly limited, and may be appropriately changed. Further, the configuration of the block material 3 is not limited to those shown in Fig. 4 or Fig. 5, and may be appropriately changed. Further, in the present embodiment, a masonry structure of a two-story building is taken as an example, but the present invention is also applicable to a masonry structure or a building having a floor or a three-story building. Further, in the embodiment, the block material 3 is set to be a standardized part based on the size of the plane modulus M, but the present invention is also applicable to the unstandardized building. Body structure building.

Further, the longitudinal beam and the horizontal beam of the masonry structure of the present invention are not limited as long as the frame is formed by the longitudinal beam and the horizontal beam, and the joint structure of the longitudinal beam and the horizontal beam is not limited. That is, the joint structure of the longitudinal beam and the horizontal beam may be any one of the following joint structures: the longitudinal beam (continuously) is joined to the end of the horizontal beam on the side of the longitudinal beam by the vertical direction (the longitudinal beam is preferentially constructed) The horizontal beam is continuously (continuously) joined to the longitudinal beam on the upper surface and the lower surface of the horizontal beam (the horizontal beam is preferred). Moreover, the material of the longitudinal beam and the horizontal beam can be mixed in different ways, for example, the wooden longitudinal beam and the steel horizontal beam can be combined, and the wooden longitudinal beam and the concrete horizontal beam can be combined.

In the above embodiment, a longitudinal beam (a longitudinal beam 5P including a cross-section steel material, a longitudinal beam 5Q including a steel material having a T-shaped cross section, or a longitudinal beam 55 including a wood-based material having a rectangular column shape) is used. The upper end side surface is fixed to the horizontal beam (the web of the both ends of the steel beam horizontal beams 6A, 6B such as the channel steel, the H-shaped steel, or the horizontal beam 60 of the wood-like material having a substantially rectangular parallelepiped shape) The joint structure of the side surface may be fixed to the lower end surface of the upper end of the longitudinal beam (the base plate above the longitudinal beam or the upper end surface of the columnar column) on the lower surface of the horizontal beam (the section is grooved steel, H-shaped steel, etc.) The joint structure of the lower side flange of the steel rib beam or the lower surface of the girders of the wood-like material having a substantially rectangular parallelepiped shape.

Industrial availability

According to one aspect of the present invention, man-hours during construction can be saved and the construction period can be shortened. Moreover, even when the skill of the worker is low, the construction accuracy such as the straightness or the uprightness of the wall can be maintained.

1‧‧‧Masonry structure buildings

1A‧‧‧Masonry structure buildings

1B‧‧‧Masonry structure building

2‧‧‧ strip foundation (lower beam)

2a‧‧‧Top of the strip foundation

3‧‧‧Block material

3A‧‧‧Block materials

3a‧‧‧ end face

3B‧‧‧Block material

3b‧‧‧ end face

3C‧‧‧Block material

3c‧‧‧ side

3D‧‧‧Block material

3d‧‧‧ side

3E‧‧‧Block material

3e‧‧‧ upper surface

3F‧‧‧Block materials

3f‧‧‧lower surface

3G‧‧‧Block materials

3g‧‧‧ slot

3H‧‧‧Block material

3h‧‧‧ slot

3j‧‧‧ shallow groove

3k‧‧‧ deep trough

3m‧‧‧ shallow groove

3n‧‧‧ shallow groove

3P‧‧‧End block materials

3Q‧‧‧Intermediate block material

3R‧‧‧End block materials

3S‧‧‧Block materials

3T‧‧‧End block materials

4‧‧‧ wall

4A‧‧‧One wall

4a‧‧‧The upper end of a wall

4B‧‧‧Two-story wall (upper wall)

4b‧‧‧Lower end of the second wall

4C‧‧‧ Roof wall (upper wall)

5‧‧‧ stringers

5A‧‧‧layered beam

5a‧‧‧ upper board

5B‧‧‧Two-story longitudinal beams (longitudinal beams)

5b‧‧‧Base plate

5c‧‧‧Bolt holes

5P‧‧‧ stringer

5Q‧‧‧ stringer

6A‧‧‧Steel beam (upper beam or lower beam)

6B‧‧‧Steel beam (upper beam or lower beam)

8A‧‧‧floor

8B‧‧‧floor

8C‧‧‧floor

13‧‧‧ steel insertion hole

14‧‧‧Slots

20‧‧‧ Corner board

20a‧‧‧Bolt hole

21‧‧‧ Covering materials

22‧‧‧Plate base material

23‧‧‧ screws

24‧‧‧Floor support members

26‧‧‧floor mounting board

27‧‧‧ steel insertion hole

31‧‧‧ longitudinal reinforcement

32‧‧‧ transverse reinforcement

33‧‧‧ longitudinal reinforcement

50‧‧‧ highlights

51‧‧‧ Highlights

55‧‧‧stringer

56‧‧‧ slots

57‧‧‧ slots

60‧‧‧Dry horizontal beam

61‧‧‧Wood beams

62‧‧‧Plate

63‧‧‧Plate

64‧‧‧ sleepers

65‧‧‧ 托梁

CL1‧‧‧ center line

CL2‧‧‧ center line

CL3‧‧‧ center line

CL4‧‧‧ center line

GD‧‧ ground

M‧‧‧ planar modulus

T‧‧‧ thickness size

Fig. 1 is an elevational view of a masonry structure building 1 according to an embodiment of the present invention as seen from the outside.

Figure 2 is a cross-sectional view taken along line II-II of Figure 1, and is a cross-sectional view showing a portion indicated by A.

Fig. 3 is a perspective view of the masonry structure building viewed from the indoor side.

Fig. 4 is a view showing a schematic configuration of various block materials.

Fig. 5 is a view showing a schematic configuration of various block materials.

Fig. 6(a) is a view showing the arrangement of the block material in the general portion of the wall from above, and Fig. 6(b) is a view showing the arrangement of the block material in the rib portion of the wall from above.

Figure 7 is a cross-sectional view showing a portion enlarged to C of Figure 2 .

Fig. 8 is a perspective view showing the construction order of a masonry structure building.

Figure 9 is a perspective view showing the subsequent construction sequence of Figure 8.

Figure 10 is a perspective view showing the subsequent construction sequence of Figure 9.

Fig. 11 is a perspective view showing the interior of the masonry structure of the second embodiment from the inside of the room.

Figure 12 is a plan sectional view showing a block material and a longitudinal beam of a masonry structure building according to a third embodiment.

Figure 13 is a side cross-sectional view showing a masonry structure building according to a third embodiment.

Figure 14 is a plan sectional view showing a block material and a longitudinal beam of a masonry structure building according to a fourth embodiment.

2‧‧‧ strip foundation (lower beam)

2a‧‧‧Top of the strip foundation

4A‧‧‧One wall

4a‧‧‧The upper end of a wall

5‧‧‧ stringers

5A‧‧‧layered beam

5a‧‧‧ upper board

6A‧‧‧Steel bone beam

20‧‧‧ Corner board

Claims (10)

A masonry structure comprising: a lower beam; two longitudinal beams that are erected above the lower beam; a wall that is included in the lower beam and that is continuously disposed between the two longitudinal beams a plurality of block materials in a lateral direction and a longitudinal direction; and a dry upper beam supported by the upper end of the wall and joined to the two longitudinal beams. The masonry structure of claim 1, wherein the plurality of block materials are joined to each other by an adhesive. A masonry structure according to claim 1 or 2, wherein a groove corresponding to a side shape of the longitudinal beam is formed, and the block material is positioned by fitting the longitudinal beam to the groove. The masonry structure of claim 1 or 2, wherein the longitudinal beam has a protruding piece continuous in the direction of the material axis, and the block material contacting the longitudinal beam is formed with a groove corresponding to the protruding piece, The block material is positioned by fitting the protruding piece to the groove. A masonry structure according to any one of claims 1 to 4, which comprises a floor comprising a panel, and said panel is directly supported by said lower beam or said upper beam, or by being fixed to a lower beam or an upper beam The floor support member is supported. The masonry structure according to any one of claims 1 to 5, wherein two upper longitudinal members are further provided on the two longitudinal beams or the upper beam, and the upper two beams are on the upper beam and the two The upper layer is formed between the longitudinal beams and has the same upper wall as the above wall. The masonry structure according to any one of claims 1 to 6, wherein the upper beam is supported by the upper end surface of the wall, and the outer side of the upper beam is provided with the same material as the block material. Cover the material so that it is flush with the wall. A method for constructing a masonry structure building, comprising: a method for constructing a masonry structure comprising a wall of a plurality of block materials stacked on a lower beam, wherein the method comprises the following steps: Two longitudinal members are erected above the lower beam; and a second step is to stack a block material for the end portion having a groove corresponding to the side shape of the longitudinal beam along the longitudinal beam; and a third step The block material for the intermediate portion is stacked on the basis of the above-mentioned block material for the end portion. The method for constructing a masonry structure according to claim 8, wherein the longitudinal beam comprises a protruding piece continuous in the direction of the material axis, and in the second step, the longitudinal beam is stacked along the longitudinal beam to correspond to the protruding piece. The above end of the groove is made of a block material. The method of constructing a masonry structure of claim 8 or 9, further comprising a fourth step of using the block material and the upper end portion After the intermediate portion is stacked with a block material to a specific height to form the wall, an upper cross member is placed at an upper end portion of the two longitudinal members.