CN103827410A - Masonry building and method for constructing masonry building - Google Patents
Masonry building and method for constructing masonry building Download PDFInfo
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- CN103827410A CN103827410A CN201280047010.XA CN201280047010A CN103827410A CN 103827410 A CN103827410 A CN 103827410A CN 201280047010 A CN201280047010 A CN 201280047010A CN 103827410 A CN103827410 A CN 103827410A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/20—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/024—Structures with steel columns and beams
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/0273—Adhesive layers other than mortar between building elements
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
Technical field
The present invention relates to the construction method of a kind of masonry building thing and masonry building thing.
Background technology
In the past, just there is since ancient times the building of the bulk such as brick, concrete block heap being built to the masonry structure (masonry structure) that gets up to form wall (structure wall), in a lot of Japan of earthquake, in order to improve shock resistance, carry out the way of following reinforcement, that is, in the material of above-mentioned bulk, blank part is set, in this blank part, inserts reinforcing bar.
Seam portion for bulk is bonded with each other at above-mentioned wall waters seam mortar.Now, because the water imbibition of dry brick, concrete block is higher, therefore likely make the moisture of seam mortar be absorbed and cannot obtain enough intensity.Therefore the operation that, needs water in advance to get bulk wet.In addition, in order not make seam mortar crushed because of the weight of bulk, need to vacate until the time that seam mortar hardens is to a certain extent piled up bulk again.In addition, in order to seek the integrated of bulk and reinforcing bar, need in the blank part of bulk that is inserted with reinforcing bar, water and fill mortar, and, need to (in masonry structure, connect the beam at the top of the wall body of building with concrete basis, crossbeam, lower to, circumferential girder) reinforce the upper and lower side of wall.
As such masonry building thing, be known to the structure described in patent documentation 1.Masonry building thing described in patent documentation 1 is included in the inside placing of concrete of concrete block and the wall body that forms, and crossbeam is formed by concrete.Such crossbeam forms by carrying out placing of concrete at this header portion rigging.This masonry building thing utilizes the post of reinforcing bar, the beam of reinforcing bar to strengthen.
Patent documentation 1: TOHKEMY 2004-316090 communique
Summary of the invention
the problem that invention will solve
In masonry building thing in the past, wet type operation as described above (is utilized the material construction that is mixed with water, is made that it is dry, sclerosis and operation that this operation completes for the first time as concrete operation, bricklayer's order.Lower same.wet?construction。) more, and need to install and remove template in order to form crossbeam, time and labor when therefore existence needs more construction and longer such problem of duration.Post, the beam of the included reinforcing bar of the masonry building thing of patent documentation 1 are simple stiffener, for solving such problem without any contribution.As above, in the past, the method that people seek to reduce the time and labor while construction always and seek the reduction of erection time.
In addition,, in masonry building thing in the past, build the bulks such as concrete block during at heap, be difficult to pile up accurately bulk.Therefore, in the case of operating personnel's technical ability is lower, the dislocation or tilt with respect to vertical on thickness direction sometimes of the position of for example bulk.In this case, exist the precision of the construction such as linearity, orthostatic of the wall body being formed by bulk to reduce such problem.Post, the beam of the included reinforcing bar of the masonry building thing of patent documentation 1 are simple stiffener, for solving such problem without any contribution.As above, in order to keep such construction precision such as linearity, orthostatic of wall body, need quite high technical ability.
The object of the invention is to, provide a kind of and can reduce the time and labor in when construction the masonry building thing of reduction of erection time.In addition, the present invention also aims to, even the construction method of the masonry building thing of the such construction precision of the linearity, the orthostatic etc. that provide a kind of technical ability in the case of operating personnel also can keep wall body lower.
for the scheme of dealing with problems
The masonry building thing of a technical scheme of the present invention is characterised in that, it comprises: bottom crossbearer member; Two longitudinal members, its top towards bottom crossbearer member is erect and is arranged; Wall body, it is made up of multiple bulks, and the plurality of bulk, on the crossbearer member of bottom and between two longitudinal members, arranges continuously on horizontal direction and longitudinal direction; And the top crossbearer member of dry type, it is by the upper end bearing of wall body, and is engaged in two longitudinal members.At this, being equivalent to engaging between the bottom crossbearer member of crossbeam or top crossbearer member and longitudinal member can be any one following structure: make longitudinal member coherent (continuously) and in the end of the engage sides bottom of this longitudinal member crossbearer member or the structure (being the structure take longitudinal member as leading above) that forms of the end of top crossbearer member on above-below direction, bottom crossbearer member or top crossbearer member are linked up (continuously) in the horizontal direction and engage at upper surface and the soffit of crossbeam the structure (being take crossbeam as main structure above) that longitudinal member forms.
In addition, dry type refers to dry construction method (dry construction), refer to such construction method: in building site assembling during by the specification member of plant produced or unit, get rid of the operation that uses the material that is mixed with water to construct as concrete operation, bricklayer's order, do not need to be dried, to carry out with hardening building (down together) of building.
According to the masonry building thing of a technical scheme of the present invention, wall body is by forming on the crossbearer member of bottom and at the multiple bulks that arrange continuously between two longitudinal members, on horizontal direction and longitudinal direction.And the top crossbearer member of dry type is by the upper end bearing of this wall body, the two ends of top crossbearer member are engaged in two longitudinal members.The top crossbearer member forming like this has a function suitable with crossbeam textural.And, by adopting the top crossbearer member of dry type, can significantly cut down needed wet type operation in the past.Thereby, time and labor reduction of erection time can reduce construction time.
In addition, multiple bulks utilize bonding agent to engage each other.In the situation that utilizing seam mortar that multiple bulks are bonded with each other, need to wait until this seam mortar hardening as in the past always.Adopt the present invention, engage because multiple bulks utilize bonding agent each other, therefore, do not need such wait, further the reduction of erection time.
In addition, in above-mentioned masonry building thing, be formed with the groove corresponding with the side view of longitudinal member, by longitudinal member being embedded in to groove by this bulk location.
And longitudinal member has protrusion tab continuous on member axis direction, on the bulk contacting with longitudinal member, be formed with the groove corresponding with protrusion tab, by making protrusion tab be embedded in groove by this bulk location.In masonry building thing in the past, by watering mortar in the blank part to bulk, this bulk is positioned.Adopt the present invention, by bulk location, therefore, do not need in the past such pouring mortar just can position bulk owing to making the groove of bulk be embedded in the protrusion tab of longitudinal member.Thereby, can reliably and easily realize and cutting down time and labor and reduction of erection time.
In addition, above-mentioned masonry building thing comprises the floor being made up of sheet material, and sheet material is directly supported by bottom crossbearer member or top crossbearer member, or is fixed on the floor-supporting member supporting on bottom crossbearer member or top crossbearer member.Adopt this structure, due to can be by floor dry type, therefore can correspondingly reduce time and labor reduction of erection time while construction.
In addition, on two longitudinal members or top crossbearer member, also erect and be provided with two upper strata longitudinal members, on the crossbearer member of top and between two upper stratas are with longitudinal member, be formed with the upper strata wall body with the structure identical with wall body.At this, two upper stratas both can directly be supported by the upper end of two longitudinal members (lower floor uses) with the bottom of longitudinal member, also can be supported by the upper surface of top crossbearer member.Adopt this structure, because heap on the top crossbearer member in dry type is built the bulk on upper strata, therefore, needn't wait until the sclerosis of wet type material always, thereby also can shorten the duration of tier building.
In addition, top crossbearer member is supported by the upper surface of wall body, in the outside of top crossbearer member to be provided with the covering member being formed by the material identical with bulk in conplane mode with wall body.Adopt this structure, the whole wall of building can be processed with identical quality (texture) (texture of Surface Machining).Thereby, can improve aesthetic appearance.
In the construction method of the masonry building thing of a technical scheme of the present invention, this masonry building thing comprises the wall body being made up of the multiple bulks that are deposited on the crossbearer member of bottom, it is characterized in that, the construction method of this masonry building thing comprises following operation: the 1st operation, and two longitudinal members are erect and arranged towards the top of bottom crossbearer member; The 2nd operation, will have the end bulk member accumulation along the longitudinal of the groove corresponding with the side view of longitudinal member; And the 3rd operation, take end with bulk as benchmark pile up pars intermedia bulk.
Adopt the construction method of the masonry building thing of a technical scheme of the present invention, there is the end bulk member accumulation along the longitudinal of the groove corresponding with the side view of longitudinal member.And, due to the end of piling up take member along the longitudinal with bulk as benchmark pile up pars intermedia bulk, therefore can easily end be set up in parallel to shape in alignment with bulk and pars intermedia bulk between two longitudinal members.In addition, by by bulk for end along the longitudinal member pile up, can correctly and easily determine that end is with bulk position in a longitudinal direction, and then also can correctly and easily determine that pars intermedia is with bulk position in a longitudinal direction.Thereby, even in the case of operating personnel's technical ability is lower, also can guarantee the construction precision such as linearity, orthostatic of so-called wall body.
In addition, longitudinal member is included in protrusion tab continuous on member axis direction, in the 2nd operation, will have the end bulk member accumulation along the longitudinal of the groove corresponding with protrusion tab.Adopt the method, can reliably and easily keep construction precision.
At this, the construction method of above-mentioned masonry building thing has such operation: end is accumulated to the height of regulation and after having formed wall body, sets up top crossbearer member in the upper end of two longitudinal members with bulk and pars intermedia bulk.Adopt this construction method, because top crossbearer member frame is located at the upper end of two longitudinal members, therefore can be correctly and easily determine the position of top crossbearer member.
the effect of invention
Adopt a technical scheme of the present invention, time and labor reduction of erection time can reduce construction time.In addition,, even in the case of operating personnel's technical ability is lower, also can keep such construction precision such as linearity, orthostatic of wall body.
Accompanying drawing explanation
Fig. 1 is the elevation see the masonry building thing of one embodiment of the present invention during from outside.
Fig. 2 is the sectional view along the II-II line shown in Fig. 1, is the sectional view that the part representing with A is amplified.
Fig. 3 is the phantom drawing of seeing masonry building thing from indoor.
Fig. 4 is the figure that represents the schematic configuration of various bulks.
Fig. 5 is the figure that represents the schematic configuration of various bulks.
Fig. 6 (a) sees the figure of bulk in the configuration of the general portion of wall body from top, Fig. 6 (b) sees the figure of bulk in the configuration in wall body bight from top.
Fig. 7 is the sectional view that the part representing with C in Fig. 2 is amplified.
Fig. 8 is the phantom drawing of constructing order that represents masonry building thing.
Fig. 9 represents the phantom drawing of constructing order continuous with Fig. 8.
Figure 10 represents the phantom drawing of constructing order continuous with Fig. 9.
Figure 11 is the phantom drawing of seeing the masonry building thing of the 2nd embodiment from indoor.
Figure 12 is the bulk of masonry building thing and the vertical view cutaway drawing of longitudinal member of the 3rd embodiment.
Figure 13 is the sectional view of the masonry building thing of the 3rd embodiment.
Figure 14 is the bulk of masonry building thing and the vertical view cutaway drawing of longitudinal member of the 4th embodiment.
The specific embodiment
Explain masonry building thing and the construction method thereof of one embodiment of the present invention below, with reference to accompanying drawing.
Fig. 1 is the elevation see the masonry building thing 1 of present embodiment during from outside.Fig. 2 is the sectional view along the II-II line shown in Fig. 1, is the sectional view that the part representing with A is amplified.Fig. 3 is the phantom drawing of seeing masonry building thing 1 from indoor.But, in Fig. 3, for the structure of present embodiment is described, omit a part of bulk, and the STA representation of each inscape to separate.
As shown in FIG. 1 to 3, masonry building thing 1 is the house of the masonry of two floors.Masonry building thing 1 be configured to comprise footing 2, erect towards the top of footing 2 longitudinal member 5 that arranges, reinforcing bar crossbeam 6B, one deck floor 8A, two layers of floor 8B, floor, roof 8C between reinforcing bar crossbeam between the wall body 4 that formed by multiple bulks 3 that transversely direction and longitudinal direction arrange continuously on footing 2, one deck and two layers (crossbeam that utilizes steel to make, lower with) 6A, two layers and roof.Masonry building thing 1 is that used most of member is normalized, industrialized industrialized house.Masonry building thing 1 has plate modulus M(for example can be set as M=455mm).Baseline (Japanese: logical り the core) (reference line in architectural design, building operations of masonry building thing 1, lower with) interval with the integral multiple of plate modulus M on orthogonal both direction is set with many, the centre line C L 1 consistent with this baseline (for example, with reference to Fig. 2) the thickness direction of wall body 4, reinforcing bar crossbeam 6A, 6B (from indoor towards outdoor direction).
Footing (continuous footing, lower same) 2 is arranged on the structure that the reinforced concrete on ground G D is made with local methods, its performance of basis as masonry building thing 1 function.Footing 2 has the part that is embedded in underground part and erects from ground G D, erects the upper end 2a of part with plane formation, to can load one deck wall body 4A.Footing 2 arranges in the mode of extending in the horizontal direction along the baseline being set in masonry building thing 1, its be at least configured in be provided with one deck wall body 4A position under.Footing 2 is as the bottom crossbearer member performance function corresponding with one deck wall body 4A.In order to load edge and one deck wall body 4A of one deck floor 8A, the thickness direction size of footing 2 is set to such an extent that be greater than the thickness direction size (the gauge T of bulk 3) of one deck wall body 4A.In footing 2, be embedded with the bottom of longitudinal stiffener 31, this longitudinal stiffener 31 is given prominence to and extends upward from the upper end of footing 2 2a.The detailed description of this longitudinal stiffener 31 sees below.
As shown in Figure 3, longitudinal member 5 is the steel along the lengthwise of vertical extension.Longitudinal member 5 comprises one deck longitudinal member 5A, erects two layers of longitudinal member for roof (not shown) arranging with longitudinal member 5B and towards the setting of the top of reinforcing bar crossbeam 6B that arrange towards the top of reinforcing bar crossbeam 6A.Longitudinal member 5 disposes many, and it is in the positions such as the end of intersection point each other of wall body 4, wall body external corner portion, wall body 4.Many longitudinal member 5 configurations apart from each other on the bearing of trend of footing 2, reinforcing bar crossbeam 6A or reinforcing bar crossbeam 6B.The center line of longitudinal member 5 is consistent with above-mentioned baseline.Positioning datum when longitudinal member 5 becomes the multiple bulk 3 in heap base, as the guiding piece performance function of bulk 3.At two longitudinal members 5,5(with reference to Fig. 8～Figure 10) between, member 5,5 is piled up bulk 3 along the longitudinal, and then the bulk 3 of piling up take member along the longitudinal 5,5 as benchmark arrange other bulk 3, thereby can guarantee the construction precision such as linearity, orthostatic of so-called wall body 4.Like this, longitudinal member 5 has the application property of raising, the such function of construction precision.In addition, longitudinal member 5 also has with reinforcing bar crossbeam 6A, 6B etc. strengthens wall body 4 collaboratively, suppresses the distortion of wall body 4 when earthquake and improves the such function of shock resistance.But, the load of the bulk 3 of reinforcing bar crossbeam 6A, 6B and reinforcing bar crossbeam 6A, 6B top is not via longitudinal member 5 but be directly delivered to the bulk 3 of bottom, therefore, longitudinal member 5 does not have following function, the function that vertical load is delivered to infrastructure that common post has.Longitudinal member 5A for one deck, two layers are corresponding with one deck wall body 4A, two layers of wall body 4B and roof wall body 4C respectively with longitudinal member 5B and roof longitudinal member.
Utilize welding to be fixed with respectively the substrate plate 5b of square shape at one deck with longitudinal member 5A and two layers of lower end with longitudinal member 5B, utilize welding to be fixed with respectively the upper board 5a of square shape at one deck with longitudinal member 5A and two layers of upper end with longitudinal member 5B.One deck utilizes set bolt to be fixed on footing 2 with the substrate plate 5b of the bottom of longitudinal member 5A.Erect and be arranged on one deck longitudinal member 5A with the upper board 5a that longitudinal member 5B is fixed on one deck longitudinal member 5A by its substrate plate 5b bolt for two layers.Roof is also similarly erect and is arranged on two layers with on longitudinal member 5B with said method with longitudinal member.The shape of the lengthwise part of longitudinal member 5 sees below.
At this, with reference to Fig. 4 and Fig. 5, the detailed construction of bulk 3 is described.In the present embodiment, use multiple bulk 3A, 3B, 3C, 3D, 3E, 3F, 3G, 3H.Bulk 3A, 3B, 3C, 3D, 3E, 3F, 3G, 3H standardize and form by set its lengthwise dimension based on plate modulus M.The material of bulk 3A, 3B, 3C, 3D, 3E, 3F, 3G, 3H is for example light weight cellular concrete (ALC; Autoclaved lightweight concrete), lightweight concrete, other cellular concrete.
As shown in Figure 4, bulk 3A is rectangular shape roughly, and it has end face 3a respect to one another in the longitudinal direction and end face 3b, side 3c respect to one another and side 3d and upper surface 3e respect to one another and soffit 3f in short transverse on thickness direction.Between length dimension, i.e. end face 3a and the end face 3b of bulk 3A, be sized to the size of the twice of plate modulus M, i.e. 2M.Between gauge, i.e. side 3c and the side 3d of bulk 3A, be sized to T.Although the size between the height dimension of bulk 3A, i.e. upper surface 3e and soffit 3f can be set as any size, for example, be set to 1 times～1.5 times left and right of gauge T.Specifically, the height dimension of bulk 3A is for example 300mm left and right.
In bulk 3A, be formed with the reinforcing bar patchhole 13 of the long hole shape running through to soffit 3f from upper surface 3e.Reinforcing bar patchhole 13 is formed as the long hole shape that centre line C L 2 from thickness direction is extended towards side 3c and side 3d.The long hole shape of reinforcing bar patchhole 13 is set to the shape and the size that are line symmetry with respect to centre line C L 2.Reinforcing bar patchhole 13 is formed at the position that the distance apart from end face 3a is M/2 in the longitudinal direction, and is formed at the position that the distance apart from end face 3a is M+M/2 in the longitudinal direction.Upper surface 3e and soffit 3f at bulk 3A are formed with the slot part (with reference to the slot part 14 in Fig. 2) extending in the longitudinal direction along centre line C L 2.
Both ends on the length direction of bulk 3A are formed with the groove 3g, the 3h that extend along short transverse.Groove 3g, 3h form by shallow slot 3j and deep trouth 3k, wherein, the shallow slot 3j of groove 3g caves in slightly and on thickness direction, has the oblong-shaped of Rack from end face 3a, the deep trouth 3k of groove 3g is the slit-shaped further caving in deeper along centre line C L 2 from shallow slot 3j, the shallow slot 3j of groove 3h caves in slightly and on thickness direction, has an oblong-shaped of Rack from end face 3b, and the deep trouth 3k of groove 3h is along the further slit-shaped of depression deeper of centre line C L 2 from shallow slot 3j.It is symmetrical that groove 3g, 3h are mutually.The side of the chimeric longitudinal member 5 of energy in these grooves 3g, 3h., bulk 3A has groove 3g, the 3h corresponding with the side view of longitudinal member 5.
The length dimension of bulk 3B and bulk 3C is set to 2M-T/2.Specifically, bulk 3B forms by the size of the end by end face 3a side of bulk 3A is shortened to T/2.End and bulk 3A by end face 3b side at bulk 3B are similarly formed with groove 3h.The end by end face 3a side at bulk 3B does not form slot part.Other part has the structure same with bulk 3A.Bulk 3C forms by the size of the end by end face 3b side of bulk 3A is shortened to T/2.End and bulk 3A by end face 3a side at bulk 3C are similarly formed with groove 3g.The end by end face 3b side at bulk 3C does not form slot part.Other part has the structure same with bulk 3A.
As shown in Figure 5, bulk 3D is rectangular shape roughly, and it has end face 3a respect to one another in the longitudinal direction and end face 3b, side 3c respect to one another and end face 3d and upper surface 3e respect to one another and soffit 3f in short transverse on thickness direction.Between length dimension, i.e. end face 3a and the end face 3b of bulk 3D, be sized to plate modulus M.Size be set to T same with bulk 3A between gauge, i.e. side 3c and the side 3d of bulk 3D.Between height dimension, i.e. upper surface 3e and the soffit 3f of bulk 3D, be sized to the size identical with the height dimension of bulk 3A.
In bulk 3D, be formed with the reinforcing bar patchhole 13 of the long hole shape running through to soffit 3f from upper surface 3e.Reinforcing bar patchhole 13 is formed as the long hole shape that centre line C L 2 from thickness direction is extended towards side 3c and side 3d.The long hole shape of reinforcing bar patchhole 13 is set to the shape and the size that are line symmetry with respect to centre line C L 2.Reinforcing bar patchhole 13 is formed at the position that the distance apart from end face 3a is M/2 in the longitudinal direction.Upper surface 3e and soffit 3f at bulk 3D are formed with the slot part (with reference to the slot part 14 in Fig. 2) extending in the longitudinal direction along centre line C L 2.
Both ends on the length direction of bulk 3D are formed with the groove 3g, the 3h that extend along short transverse.Groove 3g, 3h form by shallow slot 3j and deep trouth 3k, wherein, the shallow slot 3j of groove 3g caves in slightly and on thickness direction, has the oblong-shaped of Rack from end face 3a, the deep trouth 3k of groove 3g is the slit-shaped further caving in deeper along centre line C L 2 from shallow slot 3j, the shallow slot 3j of groove 3h caves in slightly and on thickness direction, has an oblong-shaped of Rack from end face 3b, and the deep trouth 3k of groove 3h is along the further slit-shaped of depression deeper of centre line C L 2 from shallow slot 3j.The side of the chimeric longitudinal member 5 of energy in these grooves 3g, 3h., bulk 3D has groove 3g, the 3h corresponding with the side view of longitudinal member 5.
The length dimension of bulk 3E and bulk 3F is set to M-T/2.Specifically, bulk 3E forms by the size of the end by end face 3a side of bulk 3D is shortened to T/2.End and bulk 3D by end face 3b side at bulk 3E are similarly formed with groove 3h.The end by end face 3a side at bulk 3E does not form slot part.Other part has the structure same with bulk 3D.Bulk 3F forms by the size of the end by end face 3b side of bulk 3D is shortened to T/2.End and bulk 3D by end face 3a side at bulk 3F are similarly formed with groove 3g.The end by end face 3b side at bulk 3F does not form slot part.Other part has the structure same with bulk 3D.
The end by end face 3b side on the length direction of bulk 3G is formed with the shallow slot 3m extending along short transverse.Shallow slot 3m is formed as caving in slightly and on thickness direction, having the oblong-shaped of Rack from end face 3b.The end by end face 3a side on the length direction of bulk 3H is formed with the shallow slot 3n extending along short transverse.Shallow slot 3n is formed as caving in slightly and on thickness direction, having the oblong-shaped of Rack from end face 3a.
Turn back to Fig. 1～Fig. 3, by bulk 3A, 3B, 3C, 3D, 3E, 3F, 3G, the 3H with the size based on plate modulus M as described above are combined, make wall body 4 only by normalized bulk (, can be not just do not make the bulk of special size for certain part) not only can form as the general portion of wall body and expand to plane part, also can form the part changing to out-of-shape as wall body external corner portion, wall body inner corner trim portion, window frame portion periphery etc.
For example, the general portion of the wall body of wall body 4 is by the bulk 3A of length dimension 2M is longitudinally piled up and formed.That is, with can see the mode of upper surface 3e of the bulk 3A that is deposited in downside one-level on length dimension, bulk 3A is staggered M amount be piled into zigzag, thereby form the general portion of wall body (with reference to Fig. 3) of wall body 4.In addition, the general portion of wall body refers to, for example, as the region representing with B in Fig. 1, do not form the part of wall body external corner portion, wall body inner corner trim portion, window frame portion.
Then, the configuration of longitudinal member 5 and bulk 3 is described.Fig. 6 (a) sees the figure of bulk in the configuration of the general portion of wall body from top, Fig. 6 (b) sees the figure of bulk in the configuration of wall body external corner portion from top.As shown in Fig. 6 (a) and Fig. 6 (b), the cross section that longitudinal member 5 is criss-cross longitudinal member 5P and lengthwise part by the cross section of lengthwise part is that these two kinds of steel of longitudinal member 5Q of tee shape form.Cross section is criss-cross longitudinal member 5P and has protrusion tab 50,50 in side, and this protrusion tab 50,50 is given prominence to continuously and to the direction vertical with member axis direction on member axis direction.The longitudinal member 5Q that cross section is tee shape has protrusion tab 51 in its side, and this protrusion tab 51 is given prominence to continuously and to the direction vertical with member axis direction on member axis direction.
As described above, on bulk 3A etc., be formed with groove 3g or groove 3h.As shown in Figure 6 (a), the general portion of wall body is by arranging bulk 3A, 3A to form continuously.Longitudinal member 5P is embedded in the groove 3g of a bulk 3A, and is embedded in the groove 3h of another bulk 3A.More particularly, the protrusion tab 50 of longitudinal member 5P is embedded in the deep trouth 3k of bulk 3A.In other words,, if bulk 3A arranges each other continuously, form the cross section of extending along the short transverse of bulk 3A by groove 3g and groove 3h and be criss-cross space.Longitudinal member 5P is configured in this cross section and is in criss-cross space.Longitudinal member 5P is clamped by bulk 3A, 3A, is enclosed in wall body 4.Like this, cross section is criss-cross longitudinal member 5P and for example can be applied to the general portion of wall body.
In addition, as shown in Figure 6 (b), wall body external corner portion is by bulk 3A, form with the orthogonal bulk 3C of bulk 3A and the bulk 3G that is sticked at the lengthwise shape of the end of bulk 3A.Longitudinal member 5Q is embedded in the groove 3g of bulk 3A, and is embedded in the shallow slot 3m of bulk 3G.More particularly, the protrusion tab 51 of longitudinal member 5Q is embedded in the deep trouth 3k of bulk 3A.In other words,, if bulk 3A and bulk 3G arrange continuously, form by groove 3g and shallow slot 3m the space that the cross section of extending along the short transverse of bulk 3A is tee shape.Longitudinal member 5Q is configured in the space that this cross section is tee shape.Longitudinal member 5Q is clamped by bulk 3A and bulk 3G, is enclosed in wall body 4.Like this, the longitudinal member 5Q that cross section is tee shape for example can be applied to wall body external corner portion.
For each longitudinal member 5P, 5Q are applied in to which position, can suitably set.For example, both cross section can be to criss-cross longitudinal member 5P and be applied to corner part except the general portion of wall body etc., the longitudinal member 5Q that also cross section can be to tee shape is applied to the general portion of wall body. Longitudinal member 5P, 5Q can be applied to any one in above-mentioned one deck wall body 4A, two layers of wall body 4B and roof wall body 4C.In addition, implement reinforcement at the bulk of the thickness of bulk being set to such an extent that be greater than the sectional dimension of longitudinal member or turning is used, even if can not produce the problem in intensity thereby form deep trouth 3k in the bulk of using at turning yet, cross section can be to criss-cross longitudinal material 5P yet and be applied to corner part.
Then, the structure of reinforcing bar crossbeam 6A, 6B is described.As shown in Fig. 2, Fig. 3 and Fig. 7, reinforcing bar crossbeam 6A, 6B are the compound beams (Japanese: close わ せ beam) that two U-steels are combined into.Reinforcing bar crossbeam 6A, 6B have the height dimension identical with bulk 3.In addition, as reinforcing bar crossbeam 6A, 6B, also can use H shaped steel.
The bolts at two ends of reinforcing bar crossbeam 6A is engaged in one deck longitudinal member 5A, 5A(also with reference to Figure 10).On the web (vertical component) at the both ends of reinforcing bar crossbeam 6A, be welded with OBL gusset piece 20, this gusset piece 20 is equipped with the screw 20a for engaging with one deck longitudinal member 5A.On the other hand, be equipped with the screw 5c for engaging reinforcing bar crossbeam 6A at one deck with the upper end of longitudinal member 5A.Utilize above-mentioned screw 20a and screw 5c that reinforcing bar crossbeam 6A is engaged in to one deck longitudinal member 5A.One deck with the upper board 5a of longitudinal member 5A to configure in conplane mode with the upper end 6a of reinforcing bar crossbeam 6A.Like this, reinforcing bar crossbeam 6A is engaged in the top crossbearer member of the dry type of two one decks longitudinal member 5A, 5A by the upper end 4a of one deck wall body 4A supporting and two ends.
In the outside of reinforcing bar crossbeam 6A to be fixed with covering member 21 with one deck wall body 4A and two layers of wall body 4B in conplane mode.That covering member 21 is formed as having is identical with reinforcing bar crossbeam 6A, the rectangle of the height dimension identical with bulk 3 is tabular.Covering member 21 is made up of the material identical with bulk 3.Covering member 21 is fixed on the tabular basal component 22 on the web that is configured in reinforcing bar crossbeam 6A by screw 23 grades.Covering member 21 covers whole reinforcing bar crossbeam 6A on the bearing of trend of reinforcing bar crossbeam 6A, and its external surface is exposed to outside (also with reference to Fig. 1).Due to the existence of this covering member 21, can process the whole wall of building with identical quality.
In the inner side of reinforcing bar crossbeam 6A, the many places on length direction (horizontal direction) are fixed with the floor-supporting member 24 for supporting two layers of floor 8B.Floor-supporting member 24 is outstanding towards indoor.Between floor-supporting member 24 and the lower end 4b of two layers of wall body 4B, be fixed with the floor mounting plate 26 of lengthwise shape, this floor mounting plate 26 has the thickness equating with the flange part of reinforcing bar crossbeam 6A.
The reinforcing bar crossbeam 6B being configured between two layers of wall body 4B and roof wall body 4C has the structure same with reinforcing bar crossbeam 6A.Same with the structure of above-mentioned reinforcing bar crossbeam 6A periphery, be provided with covering member 21 etc. in the outside of reinforcing bar crossbeam 6B, be provided with floor-supporting member 24 etc. in the inner side of reinforcing bar crossbeam 6B.For two layers of wall body 4B, reinforcing bar crossbeam 6A is as bottom crossbearer member performance function, and reinforcing bar crossbeam 6B is as top crossbearer member performance function.In addition,, for roof wall body 4C, reinforcing bar crossbeam 6B is as bottom crossbearer member performance function.
Then, the structure of floor 8A, 8B, 8C is described.In the present embodiment, floor 8A, 8B, 8C form by sheet material, and they are by dry type.One deck floor 8A forms by arranging multiple sheet material.As sheet material, can applying lightweight cellular concrete (ALC panel, lower with), concrete slab, wood panel etc.Each sheet material of one deck floor 8A by footing 2, be erected at the supportings such as the reinforcing bar girder on footing 2.
Two layers of floor 8B form by arranging multiple sheet material.As sheet material, can apply ALC panel, concrete slab, wood panel etc.Each sheet material of two layers of floor 8B is supported by floor-supporting member 24 across floor mounting plate 26, and is erected at the supportings such as reinforcing bar girder on reinforcing bar crossbeam 6A.
Floor, roof 8C forms by arranging multiple sheet material.As sheet material, can apply the structure thermal insulation materials such as ALC panel.Each sheet material of floor, roof 8C is supported by floor-supporting member 24 across floor mounting plate 26, and is erected at the supportings such as reinforcing bar girder on reinforcing bar crossbeam 6B.
Masonry building thing 1 utilizes longitudinal stiffener 31,33 and is reinforced.At this, in wall body 4, be formed with in the mode that can pass for longitudinal stiffener 31 through hole extending in a longitudinal direction.In addition, be formed with through hole in the mode that can pass for longitudinal stiffener 31 with the spacing (being plate modulus M at this) of regulation at the flange part of reinforcing bar crossbeam 6A, 6B.Specifically, bulk 3 is all set to the size forming based on plate modulus M for any kind, and reinforcing bar patchhole 13 is the dimensional configurations to form based on plate modulus M also.Thereby, even each bulk 3 is configured to zigzag, is formed on a reinforcing bar patchhole 13 in bulk 3 and also can be connected with the reinforcing bar patchhole 13 of the bulk 3 of the reinforcing bar patchhole 13 of the bulk of next stage 3 and upper level.In addition, longitudinally the end of stiffener 31, through the through hole of reinforcing bar crossbeam 6A, 6B, is closely linked by nut etc.
In the slot part 14 of the through hole forming at the reinforcing bar patchhole 27 of the reinforcing bar patchhole 15 by bulk 3 and outer frame member in addition,, the through hole being formed by the reinforcing bar patchhole 13 of bulk 3 and the reinforcing bar patchhole 26 of outer frame member, bulk 3, be filled with the packing material such as mortar, resin mortar.
Then, an example of the construction method of the masonry building thing 1 to present embodiment describes.
First, as shown in Figure 8, form the footing 2 that erects longitudinal stiffener 31, erect two one deck longitudinal member 5A are set, these two one decks separate predetermined distance on the bearing of trend of footing 2 with longitudinal member 5A.At this, as one deck longitudinal member 5A, setting arranges cross section and is criss-cross longitudinal member 5P.Longitudinal member 5P has protrusion tab continuous on member axis direction 50.
Then, as shown in Figure 9, on the 2a of the upper end of footing 2, pile up the bulk 3 of the first order.More particularly, bulk 3(in the bulk of the first order 3, that approach one deck longitudinal member 5A is most positioned to the bulk 3P at the two ends, left and right shown in Fig. 9) pile up along one deck longitudinal member 5A.Now, pile up in such a way bulk 3, that is, make the upper end of the longitudinal stiffener 31 erecting through the reinforcing bar patchhole 13 of bulk 3, and the groove 3g or the groove 3h that protrusion tab 50 are embedded in be formed on bulk 3, make bulk 3 slide along one deck longitudinal member 5A.The end bulk 3P with the groove 3g corresponding with the side view of longitudinal member 5A or groove 3h at the bulk 3 of this accumulation.End has the elongated slot corresponding with protrusion tab 50 with bulk 3P, by end is piled up along one deck longitudinal member 5A with bulk 3P, can easily position this bulk.
Then, pile up the bulk 3 adjacent with this bulk 3 take the bulk 3 piled up with longitudinal member 5A along one deck as benchmark.Be equivalent to pars intermedia bulk 3Q at the bulk 3 of this accumulation.Pars intermedia becomes conplane mode with its surface with the surface of end bulk 3P with bulk 3Q and piles up.
After having piled up the bulk 3 of the first order, profit uses the same method and piles up the second level and subsequent bulk 3.Now, bulk 3 at different levels is piled up with zigzag.In addition, in the time piling up, utilize bonding agent etc. each bulk 3 is fixed while to be piled up.In addition, in the level of regulation, by the transversely direction configuration of horizontal stiffener 32.In any level, be all first the bulk 3 that approaches most one deck longitudinal member 5A to be piled up along one deck longitudinal member 5A, pile up afterwards the bulk 3 being set up in parallel with this bulk 3 take the bulk 3 piled up with longitudinal member 5A along one deck as benchmark.Utilize such construction method, can guarantee such construction precision such as linearity, orthostatic of wall body 4.In addition, one deck floor 8A is set.
Then, as shown in figure 10, bulk 3 is accumulated to reinforcing bar crossbeam 6A under height and formed one deck wall body 4A between one deck longitudinal member 5A, 5A after, set up reinforcing bar crossbeam 6A in the upper end of longitudinal member 5A, 5A for one deck.More particularly, reinforcing bar crossbeam 6A is positioned in to the upper end 4a of one deck wall body 4A, and by the gusset piece 20 at both ends that is fixed on reinforcing bar crossbeam 6A by reinforcing bar crossbeam 6A bolted joints in one deck longitudinal member 5A.In addition, make longitudinal stiffener 31 run through the through hole of reinforcing bar crossbeam 6A, utilize nut closely to link.
Then, after being provided with covering member 21, floor-supporting member 24, floor mounting plate 26 etc., two layers of floor 8B are set.Then, by one deck by two layers of bolted joints on the upper board 5a of longitudinal member 5A with the substrate plate 5b(of longitudinal member 5B with reference to Fig. 3), erect and arrange two layers with longitudinal member 5B, 5B.Then, on reinforcing bar crossbeam 6A and at two layers, form two layers of wall body 4B, floor, roof 8C etc. according to the order same with one deck between with longitudinal member 5B, 5B.And, form roof wall body 4C according to the order same with one deck and two layers.
Adopt the masonry building thing 1 of present embodiment described above, wall body 4 is formed by multiple bulks 3, the plurality of bulk 3 arranges continuously on footing 2 or reinforcing bar crossbeam 6A, 6B and between two longitudinal members 5,5 on horizontal direction and longitudinal direction, and, reinforcing bar crossbeam 6A, the 6B of dry type are supported by the upper end 4a of this wall body 4, and the two ends of reinforcing bar crossbeam 6A, 6B are engaged in two longitudinal members.By adopting like this reinforcing bar crossbeam 6A, the 6B of dry type, can significantly cut down needed wet type operation in the past, thereby, time and labor reduction of erection time can reduce construction time.
In the situation that utilizing seam mortar that multiple bulks 3 are bonded with each other as in the past, need to wait until this seam mortar hardening always, but adopt masonry building thing 1, engage because multiple bulks 3 utilize bonding agent each other, therefore do not need such wait, further the reduction of erection time.
In addition, in masonry building thing in the past, by watering mortar in the blank part to bulk, this bulk is positioned, but adopt masonry building thing 1, owing to making the deep trouth 3k of bulk be embedded in the protrusion tab 50,51 of longitudinal member 5, bulk 3 is located, therefore, do not need the pouring mortar as in the past just can position bulk 3, thereby, can reliably and easily realize and cutting down time and labor and reduction of erection time.
In addition, also comprise the floor 8B, the 8C that are made up of sheet material, the floor-supporting member 24 that each sheet material of floor 8B, 8C is fixed in reinforcing bar crossbeam 6A, 6B supports, therefore, can be by floor 8B, 8C dry type, time and labor reduction of erection time can correspondingly reduce construction time.
In addition, due at two longitudinal member 5A, 5A(or two layers are used longitudinal member 5B, 5B), also setting is provided with two two layers and uses longitudinal member 5B, 5B(or roof longitudinal member), at reinforcing bar crossbeam 6A(or reinforcing bar crossbeam 6B) on and use longitudinal member 5B at two two layers, between 5B, be formed with two layers of wall body 4B(or the roof wall body 4C with the structure identical with one deck wall body 4A), therefore can be at the reinforcing bar crossbeam 6A(of dry type or reinforcing bar crossbeam 6B) on heap build the bulk 3 on upper strata, therefore, needn't wait until the sclerosis of wet type material always, thereby also can shorten the duration of tier building.
In addition, because the outside at reinforcing bar crossbeam 6A, 6B is to be provided with the covering member 21 being made up of the material identical with bulk 3 in conplane mode with wall body 4, therefore, can process the whole wall of building with identical quality.In addition,, because longitudinal member 5 is wrapped in inside by multiple bulks 3, therefore, also can not make to affect outward appearance because longitudinal member 5 exposes to the open air.Thereby, can improve aesthetic appearance.
Adopt the construction method of masonry building thing 1 of present embodiment, the end bulk 3P with groove 3g, the 3h corresponding with the side view of longitudinal member 5,5 along the longitudinal member 5 piles up.And, due to the end so that member 5 is piled up along the longitudinal with bulk 3P as benchmark pile up pars intermedia bulk 3Q, therefore easily end is set up in parallel to shape in alignment with bulk 3P and pars intermedia bulk 3Q between two longitudinal members 5,5.In addition, by by end with bulk 3P along the longitudinal member 5 pile up, can be correctly and easily determine end bulk 3P position in a longitudinal direction, and then also can correctly and easily determine pars intermedia bulk 3Q position in a longitudinal direction.Thereby, even in the case of operating personnel's technical ability is lower, also can keep such construction precision such as linearity, orthostatic of wall body 4.
In addition, two longitudinal members 5,5 have protrusion tab continuous on member axis direction, i.e. protrusion tab 50,51, and the end bulk 3P with the deep trouth 3k corresponding with this protrusion tab 50,51 along the longitudinal member 5 piles up.Utilize the method, can reliably and easily keep construction precision.
In addition, owing to having after the height that end bulk 3P and pars intermedia bulk 3Q is accumulated to regulation has formed wall body 4, the operation of setting up reinforcing bar crossbeam 6A in the upper end of two longitudinal members 5,5, therefore can be correctly and easily determine the position of reinforcing bar crossbeam 6A.
Figure 11 is the phantom drawing of seeing the masonry building thing of the 2nd embodiment from indoor.The difference of the masonry building thing 1 shown in the masonry building thing 1A shown in Figure 11 and Fig. 3 is, it comprises the crossbeam 60 by the dry type that roughly the wooden class material of rectangular shape forms, and substitutes reinforcing bar crossbeam 6A with this crossbeam 60.Utilize such masonry building thing 1A, also can play effect, the effect same with masonry building thing 1 and construction method thereof.
In addition, be not limited to use the situation of the longitudinal member 5 being formed by steel as the 1st embodiment and the 2nd embodiment, also can use the longitudinal member being formed by other material.The for example masonry building thing 1B of the 3rd embodiment shown in Figure 12 and Figure 13, also can use the longitudinal member 55 being made up of the wooden class material of prism-shaped.In this masonry building thing 1B, use bulk 3R as bulk for end (with reference to Figure 12).Be formed with the groove corresponding with the side view of longitudinal member 55 56 in the end of bulk 3R.Longitudinal member 55 is embedded in this groove 56.Longitudinal member 55 is clamped by bulk 3R, 3R, is enclosed in wall body 4.The centre line C L 3 of longitudinal member 55 is consistent with the baseline of masonry building thing 1B.
As shown in figure 13, in masonry building thing 1B, the crossbeam 60 that comprise the dry type that by wooden class material formed same with masonry building thing 1A.Crossbeam 60 between one deck and two layers is located between the upper end of one deck wall body 4A and the lower end of two layers of wall body 4B being made up of multiple bulk 3S.Crossbeam 60 between two layers and roof is arranged on the upper surface of two layers of wall body 4B that are made up of multiple bulk 3S.
On crossbeam 60, be bonded to the end of wooden frame 61, height (position in the vertical direction) alignment of their upper surface.This wooden frame 61 extends towards indoor orthogonally with crossbeam 60.Directly fixedly be equipped with plywood 62 at the upper surface of crossbeam 60 and the upper surface of wooden frame 61.Like this, in masonry building thing 1B, do not use floor-supporting member 24, floor mounting plate 26(with reference to Fig. 3), and utilize crossbeam 60 directly to support the plywood 62 as two layers of floor.In addition supported by chock (sleeper) 64 and joist (joist) 65 as the plywood 63 on one deck floor.In addition, in masonry building thing 1B, crossbeam 60 is positioned in the upper end of above-mentioned longitudinal member 55.Utilize such masonry building thing 1B, also can play effect, the effect same with masonry building thing 1 and construction method thereof.
In addition, the masonry building thing of the 4th embodiment shown in Figure 14, the centre line C L 4 of longitudinal member 55 can be not consistent with baseline yet., the centre line C L 4 of longitudinal member also can be with respect to baseline bias.In the case of the example shown in Figure 14, the longitudinal member 55, the crossbeam 60(that are made up of the wooden class material of prism-shaped are not shown) centre line C L 4 be arranged in than baseline by the position of indoor (being the right side of wall body 4 at Figure 14).By a face of the longitudinal member of prism-shaped 55, crossbeam 60 is configured in and is exposed to indoor position, the longitudinal member 55 that can accelerate to be made up of wooden class material, crossbeam 60 dry, guarantees appropriate moisturizing state.Be formed with the groove corresponding with the side view of longitudinal member 55 57 as end with the end of the bulk 3T of bulk.In this case, groove 57 is formed on the bight of bulk 3T.Longitudinal member 55 is embedded in groove 57 and exposes to the open air between bulk 3T, 3T.The surface of the side of longitudinal member 55 and bulk 3T is in same plane.Utilize such masonry building thing, also can play effect, the effect same with masonry building thing 1 and construction method thereof.
The present invention is not limited to above-mentioned embodiment.For example multiple bulks 3 are not limited to the situation of utilizing bonding agent to engage each other, also can utilize seam mortar to engage.In addition, be not limited to longitudinal member 5 and there is protrusion tab, on bulk 3, be formed with the situation of groove 3g, 3h, also can be concavo-convex chimeric with other form between longitudinal member 5 and bulk 3.Longitudinal member can be also that cross section is Hiragana ロ shape.The material of longitudinal member and shape can suitably be selected.The cross sectional shape of longitudinal member can be shape arbitrarily.
In addition, the accumulation mode of bulk 3, the configuration of reinforcing bar etc. is not particularly limited, and also can suitably change.In addition, the structure of bulk 3 is also not limited to the structure shown in Fig. 4, Fig. 5, also can suitably change.In addition, in the present embodiment, be illustrated as an example of the masonry building thing of two-layer building example, but also can apply the present invention to masonry building thing or three layers of masonry building thing more than building of one deck building.In addition, in an embodiment, bulk 3 is set to the size forming based on plate modulus M, is configured to the parts of having standardized, but the masonry building thing that also can apply the present invention to not be normalized.
In addition, in the above-described embodiment, the reinforcing bar crossbeam 6A, the situation of 6B that use dry type are illustrated, but can are also the crossbeam of the wet type that forms by placing of concrete.In addition, multiple bulks 3 are not limited to be configured to jagged situation, also can be configured to clathrate.In this case, also can by end with bulk 3P along the longitudinal member 5,5 be accumulated to reinforcing bar crossbeam 6A under, afterwards take end with bulk 3P as benchmark pile and build pars intermedia bulk 3Q.
In addition, the configuration of reinforcing bar etc. is not particularly limited, and also can suitably change.In addition, the structure of bulk 3 is also not limited to the structure shown in Fig. 4, Fig. 5, also can suitably change.In addition, in the present embodiment, be illustrated as an example of the masonry building thing of two-layer building example, but also can apply the present invention to masonry building thing or three layers of masonry building thing more than building of one deck building.In addition, in an embodiment, bulk 3 is set to the size forming based on plate modulus M, is configured to the parts of having standardized, but the masonry building thing that also can apply the present invention to not be normalized.
In addition,, for the longitudinal member of masonry building thing of the present invention and the structure of crossbeam, as long as formed the framework of door shape by longitudinal member and crossbeam, the joint construction of longitudinal member and crossbeam just can not be limited., the joint construction of longitudinal member and crossbeam can be: make longitudinal member on above-below direction coherent (continuously) and the structure (take longitudinal member as main structure) that forms in the end of the engage sides crossbeam of longitudinal member, make the crossbeam structure (structure take crossbeam as master) that coherent (continuously) forms at upper surface and the soffit joint longitudinal member of crossbeam in the horizontal direction.In addition, also can make and the mix use different with the material of crossbeam of the material of longitudinal member, for example both can be by the crossbeam combination of wooden longitudinal member and steel, also can be by the crossbeam combination of wooden longitudinal member and concrete system.
In the above-described embodiment, that longitudinal member (is the longitudinal member 5P that criss-cross steel form by cross section, the longitudinal member 5Q that the steel that are tee shape by cross section form, or the longitudinal member 55 that the wooden class material that is prism-shaped by cross section forms etc.) the side of upper end be fixed on crossbeam (cross section be U-steel, the reinforcing bar crossbeam 6A of H shaped steel etc., the web at the both ends of 6B, or cross section is the crossbeam 60 of the wooden class material of roughly rectangular shape) the joint construction that forms of side, but also can make upper surface (the upper base plate of longitudinal member of the upper end of longitudinal member, or the upper surface of prism-shaped) (cross section is U-steel to be fixed on the soffit of crossbeam, the lower side flange of the reinforcing bar crossbeam of H shaped steel etc., or cross section is the soffit of the crossbeam of the wooden class material of roughly rectangular shape) joint construction that forms.
utilizability in industry
Adopt a technical scheme of the present invention, time and labor reduction of erection time can reduce construction time.In addition,, even in the case of operating personnel's technical ability is lower, also can keep such construction precision such as linearity, orthostatic of wall body.
description of reference numerals
1,1A, masonry building thing; 2, footing (bottom crossbearer member); 3, bulk; 3g, 3h, groove; 3k, deep trouth; 3P, 3R, 3T, end bulk; 3Q, pars intermedia bulk; 4, wall body; 4B, two layers of wall body (upper strata wall body); 4C, roof wall body (upper strata wall body); 5, longitudinal member; 5A, one deck longitudinal member; 5B, two layers are with longitudinal member (upper strata longitudinal member); 6A, 6B, reinforcing bar crossbeam (top crossbearer member or bottom crossbearer member); 8B, 8C, floor; 21, covering member; 24, floor-supporting member; 50,51, protrusion tab; 55, longitudinal member; 56,57, groove.
Claims (10)
1. a masonry building thing, is characterized in that,
This masonry building thing comprises:
Bottom crossbearer member;
Two longitudinal members, its top towards above-mentioned bottom crossbearer member is erect and is arranged;
Wall body, it is made up of multiple bulks, and the plurality of bulk, on the crossbearer member of above-mentioned bottom and between above-mentioned two longitudinal members, arranges continuously on horizontal direction and longitudinal direction; And
The top crossbearer member of dry type, it is by the upper end bearing of above-mentioned wall body, and is engaged in above-mentioned two longitudinal members.
2. masonry building thing according to claim 1, is characterized in that,
Above-mentioned multiple bulk utilizes bonding agent to engage each other.
3. masonry building thing according to claim 1 and 2, is characterized in that,
Be formed with the groove corresponding with the side view of above-mentioned longitudinal member,
By above-mentioned longitudinal member being embedded in to above-mentioned groove by this bulk location.
4. masonry building thing according to claim 1 and 2, is characterized in that,
Above-mentioned longitudinal member has protrusion tab continuous on member axis direction,
On the above-mentioned bulk contacting with above-mentioned longitudinal member, be formed with the groove corresponding with above-mentioned protrusion tab,
By making above-mentioned protrusion tab be embedded in above-mentioned groove by this bulk location.
5. according to the masonry building thing described in any one in claim 1～4, it is characterized in that,
Comprise the floor being formed by sheet material,
Above-mentioned sheet material is directly supported by above-mentioned bottom crossbearer member or above-mentioned top crossbearer member, or is fixed on the floor-supporting member supporting on bottom crossbearer member or top crossbearer member.
6. according to the masonry building thing described in any one in claim 1～5, it is characterized in that,
On above-mentioned two longitudinal members or top crossbearer member, also erect and be provided with two upper strata longitudinal members,
On the crossbearer member of above-mentioned top and between above-mentioned two upper stratas are with longitudinal member, be formed with the upper strata wall body with the structure identical with above-mentioned wall body.
7. according to the masonry building thing described in any one in claim 1～6, it is characterized in that,
Above-mentioned top crossbearer member is supported by the upper surface of above-mentioned wall body,
In the outside of above-mentioned top crossbearer member to be provided with the covering member being formed by the material identical with above-mentioned bulk in conplane mode with above-mentioned wall body.
8. a construction method for masonry building thing, this masonry building thing comprises the wall body being made up of the multiple bulks that are deposited on the crossbearer member of bottom, the construction method of this masonry building thing is characterised in that and comprises following operation:
The 1st operation, erects two longitudinal members to arrange towards the top of above-mentioned bottom crossbearer member;
The 2nd operation, piles up the end bulk with the groove corresponding with the side view of above-mentioned longitudinal member along above-mentioned longitudinal member; And
The 3rd operation, take above-mentioned end with bulk as benchmark pile up pars intermedia bulk.
9. the construction method of masonry building thing according to claim 8, is characterized in that,
Above-mentioned longitudinal member is included in protrusion tab continuous on member axis direction,
In above-mentioned the 2nd operation, the above-mentioned end bulk with the groove corresponding with above-mentioned protrusion tab is piled up along above-mentioned longitudinal member.
10. the construction method of masonry building thing according to claim 8 or claim 9, is characterized in that,
There is the 4th such operation:
Above-mentioned end is accumulated to the height of regulation and after having formed above-mentioned wall body, sets up top crossbearer member in the upper end of above-mentioned two longitudinal members with bulk and above-mentioned pars intermedia bulk.
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| Application Number | Priority Date | Filing Date | Title |
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| JP2011163481 | 2011-07-26 | ||
| JP2011163469 | 2011-07-26 | ||
| JP2011-163481 | 2011-07-26 | ||
| JP2011-163469 | 2011-07-26 | ||
| PCT/JP2012/068840 WO2013015316A1 (en) | 2011-07-26 | 2012-07-25 | Masonry building and method for constructing masonry building |
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| CN103827410A true CN103827410A (en) | 2014-05-28 |
| CN103827410B CN103827410B (en) | 2016-08-17 |
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| US (1) | US20140196398A1 (en) |
| JP (1) | JPWO2013015316A1 (en) |
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| CN106193369A (en) * | 2016-08-12 | 2016-12-07 | 陈迎春 | Brick mixes integrated wall, engineering prefabricated component method of attachment, integrated building construction method |
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| EP2921156B1 (en) * | 2014-03-20 | 2019-10-02 | Ivoclar Vivadent AG | Monomer mixture for the preparation of dental materials |
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- 2012-07-25 WO PCT/JP2012/068840 patent/WO2013015316A1/en active Application Filing
- 2012-07-25 JP JP2013525737A patent/JPWO2013015316A1/en active Pending
- 2012-07-25 US US14/234,525 patent/US20140196398A1/en not_active Abandoned
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| JP2004316090A (en) * | 2003-04-11 | 2004-11-11 | Eesukon Kogyo Kk | Construction method of block construction building |
| CN201459962U (en) * | 2009-08-19 | 2010-05-12 | 彭代汉 | Anti-crack shake-resistant gypsum partition wall |
| CN101892716A (en) * | 2010-04-02 | 2010-11-24 | 叶治豪 | Decoration-free adhesive wall |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105930600A (en) * | 2016-04-28 | 2016-09-07 | 广联达软件股份有限公司 | Masonry configuration method and masonry configuration system |
| CN105930600B (en) * | 2016-04-28 | 2019-09-24 | 广联达科技股份有限公司 | Masonry arrangement method and masonry arranging system |
| CN106193369A (en) * | 2016-08-12 | 2016-12-07 | 陈迎春 | Brick mixes integrated wall, engineering prefabricated component method of attachment, integrated building construction method |
| CN106193369B (en) * | 2016-08-12 | 2018-07-06 | 陈迎春 | Brick mixes integrated wall, the connection method of engineering prefabricated component, integrated building construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103827410B (en) | 2016-08-17 |
| TW201315873A (en) | 2013-04-16 |
| JPWO2013015316A1 (en) | 2015-02-23 |
| US20140196398A1 (en) | 2014-07-17 |
| WO2013015316A1 (en) | 2013-01-31 |
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