CN102061743A - Frame-shear wall structure building of dismantling-free prefabricated reinforced concrete formwork and construction method thereof - Google Patents
Frame-shear wall structure building of dismantling-free prefabricated reinforced concrete formwork and construction method thereof Download PDFInfo
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 30
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000009415 formwork Methods 0.000 title abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 60
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 36
- 238000000034 method Methods 0.000 claims abstract description 13
- 238000004519 manufacturing process Methods 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims description 7
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 238000003754 machining Methods 0.000 abstract 1
- 230000008878 coupling Effects 0.000 description 16
- 238000010168 coupling process Methods 0.000 description 16
- 238000005859 coupling reaction Methods 0.000 description 16
- 238000010586 diagram Methods 0.000 description 12
- 239000000725 suspension Substances 0.000 description 6
- 230000015572 biosynthetic process Effects 0.000 description 4
- 210000000981 epithelium Anatomy 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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Abstract
The invention relates to a frame-shear wall structure building of a dismantling-free prefabricated reinforced concrete formwork and a construction method thereof, belonging to the technical field of buildings and construction thereof. The structure is a pure frame structure building formed through connecting a dismantling-free prefabricated reinforced concrete rectangular column formwork, a beam formwork and a floor system formwork with each other by using cast-in-place concrete, or a frame-shear wall structure building formed through connecting a dismantling-free rectangular column formwork, a beam formwork, a floor system formwork and a wall formwork with each other by using cast-in-place concrete; longitudinal and transverse through holes in parallel with the surface are arranged in each formwork; one building unit of a cast-in-place concrete frame-shear wall structure is formed by alternatively arranging reinforcing steels and filling concrete in the crossed through holes; and a multistoried or high-rise cast-in-place concrete frame-shear wall structure building is formed by one building unit or more building units which are combined. The frame-shear wall structure building has the advantages of being simple for machining and less in investment of production equipment, decreasing the construction processes, accelerating the construction, saving the manpower and the like.
Description
Technical field
The invention belongs to building and building technology field thereof, relate in particular to adopt free removal in the precast reinforced concrete form of cross bore is arranged and the cast-in-situ reinforced concrete frame shear wall structure system and the construction method thereof that form.
Background technology
Tradition cast-in-situ reinforced concrete frame shear wall structure needs assembling reinforcement at the scene, a template, form removal, and on-the-spot recruitment is many, and the construction period is long.The prefabricated reinforced concrete frame shear wall structure, member production plantization, shortened the site operation cycle, but failed to solve well whole connectivity problem between the prefabricated units, the whole shock resistance in house is relatively poor, so the frame shear wall structure that prefabricated units are formed application is fewer and feweri.
Summary of the invention
The object of the invention is to remedy the shortcoming and defect part of said structure system, particularly improve the manufacture craft and the job practices of the cast-in-place frame shear wall structure of traditional steel bar concrete, propose a kind of frame shear wall structure building and construction method thereof of precast reinforced concrete form, the present invention has that processing is simple, small investment of production equipment, minimizing working procedure, accelerate speed of application and save advantages such as artificial.
The frame shear wall structure building of the precast reinforced concrete form of employing free removal that the present invention proposes, the pure frame structure of this building for linking to each other mutually by prefabricated reinforced concrete rectangular column template, beam forms and building (room) the cover mold plate of free removal with existing pour concrete, or will be by rectangular column template, beam forms and building (room) the cover mold plate of free removal, the frame shear wall structure that wall form links to each other mutually with existing pour concrete; It is characterized in that, described prefabricated reinforced concrete rectangular column template, beam forms and building (room) cover mold plate, wall form is cross bore prefabricated reinforced concrete plate, have the vertical perforated holes parallel in this steel bar concrete precast plate with the surface, with horizontal perforated holes, make the inside of described frame shear wall structure form the cross bore duct of mutual perforation, interspersed reinforcing bar and filling concrete form a building unit of Cast-in-place concrete frame shear wall structure among the cross bore duct, a building unit, or a plurality of building unit constitutes multilayer or high-rise Cast-in-place concrete frame shear wall structure building.。
The present invention also proposes to adopt the construction method of said structure system, it is characterized in that, may further comprise the steps:
1) prefabricated cross bore steel bar concrete rectangular column template, beam forms and superstructure template, wall form are transported to the scene;
2) column template and wall form are stood vertically placement, the lower end is fixed on the basis;
3) beam forms is placed in top, column template top;
4) building (room) the cover mold plate of horizontal positioned is placed in the top of beam forms, forms post, beam, template die plate body system;
5) interspersed reinforcing bar in the post that is interconnected, wall, beam, building (room) cover mold plate cross bore hole;
6) pour concrete in the cross bore hole of these free removal templates is treated that concrete is filled to finish, form one deck monolithic architecture unit or one deck adopt free removal in have the precast reinforced concrete form of cross bore to form cast-in-situ reinforced concrete frame shear wall structure system;
(6) repeatedly repeat (1) to (5), wall form and the column template that will work as anterior layer are fixed on the cast-in-situ reinforced concrete frame shear wall structure that forms multilayer or high level on the lower floor monolithic architecture unit.
Characteristics of the present invention and effect thereof:
1. the reinforcing bar of primary structure member 80% of the present invention has been placed in the cross bore template when factory process is made template, has significantly reduced the workload of assembling reinforcement at the construction field (site).Because template is by plant produced, quality easily guarantees.Utilize prior art in factory, prefabricated cross bore template in enormous quantities to form industrialization.
2. prefabricated cross bore template of the present invention may be split into the smaller units plate, and in light weight with respect to the prefabricated concrete wall of tradition, does not need goliath, convenient lifting.Be convenient to long-distance transport.
3. post, wall, beam, building (room) the cover mold plate that can realize every layer of house at the scene once lifts to support and finishes, and accelerates speed of application.Reduce workload and difficulty of construction that the job site template supports.End working strength of workers is fallen.
This template is that the part of primary structure member can be saved the dismounting operation, and template cross bore hole intersection is continuous, reserves the space between the template, can check the Cast-in-place concrete compactness easily.
4. template itself of the present invention has intensity, treats that this layer Cast-in-place concrete is filled into after the cross bore hole, can carry out the last layer structure construction at once, and it is hard to wait for that new pour concrete solidifies knot.Compare with the frame shear wall structure that general steel bar concrete prefabricated units form, the house globality easily ensures.
Description of drawings
Fig. 1 a is 8 layers of building example structure schematic diagram that adopt the frame shear wall structure of the precast reinforced concrete form of free removal of the present invention;
Fig. 1 b is the 1-1 sectional drawing of Fig. 1.(former Fig. 4)
Fig. 2 a is the wall form schematic diagram in the embodiment of the invention;
Fig. 2 b is the interior reinforcing cage schematic diagram of the wall form in the present embodiment;
Fig. 2 c is building (room) the cover mold plate schematic diagram in the present embodiment.
Fig. 3 a is for making the mould schematic diagram () that body of wall, building (room) cover mold plate are used among the embodiment;
Fig. 3 b is for making the mould schematic diagram (two) that body of wall, building (room) cover mold plate are used among the embodiment.
Fig. 4 is the space three-dimensional schematic perspective view that post, beam, the superstructure template of present embodiment overlaps mutually.
Fig. 5 a is the beam forms schematic diagram in the present embodiment.
Fig. 5 b is the interior reinforcing cage schematic diagram of the beam forms in the present embodiment;
Fig. 5 c is the beam forms A-A cut-away view in the present embodiment.
Fig. 6 a is the column template schematic diagram in the present embodiment;
Fig. 6 b is the interior reinforcing cage schematic diagram of the column template in the present embodiment.
Fig. 7 a is the coupling beam template schematic diagram in the embodiment of the invention;
Fig. 7 b is the interior reinforcing cage schematic diagram of the coupling beam template in the present embodiment;
Fig. 7 c is the coupling beam template A-A cut-away view in the present embodiment.
Fig. 8 is that the superstructure template of present embodiment is connected the embodiment generalized section with the concrete beam forms.
Fig. 9 is that the beam forms of present embodiment is connected the embodiment generalized section with column template.
The specific embodiment
The frame shear wall structure building of the precast reinforced concrete form of employing free removal that the present invention proposes and construction method reach embodiment in conjunction with the accompanying drawings and are described in detail as follows:
The embodiments of the invention general structure as shown in Figure 1 and Figure 2, present embodiment is 8 a floor building that adopt the frame shear wall structure of the precast reinforced concrete form of free removal.Described building comprises: wall form 1, column template 2, beam forms 3, building (room) cover mold plate 4 and concrete (not shown).Wall form, column template, beam forms and building (room) cover mold plate overlaps and forms post, beam, board space template system, each template is cross bore prefabricated reinforced concrete plate, have the vertical perforated holes parallel in this steel bar concrete precast plate with the surface, with horizontal perforated holes (size of each hole and spacing can guarantee that all hole connects in length and breadth), make the inside of described polyhedron space template system form the hollow duct of extending in all direction, described space template system connects mutually and fills concrete formation building unit in the cross bore hole.
Present embodiment constitutes one deck monolithic architecture unit by 10 building unit horizontal combination, make progress successively superimposed formation multilayer or high-rise employing of each layer monolithic architecture unit intersected the Cast-in-place concrete frame shear wall structure building that pore-forming steel bar concrete cross bore free removal template with ribbing forms, on the unit that the post of monolithic architecture unit, upper strata and body of wall are fixed on substrustion; Bottom building unit body of wall lower end is fixed on the basis 13.
Connection between each class template of present embodiment finally connects into overall structure by the reinforcing bar that interts in the reinforcing bar that stretches out in the template, the template cross bore hole with Cast-in-place concrete.
Wall form of the present invention, building (room) cover mold plate adopt the prefabricated flat board of steel bar concrete, shown in Fig. 2 a, have a vertical perforated holes 22 of row and a horizontal row to perforated holes 23 in prefabricated dull and stereotyped 21 the plane of this steel bar concrete; Be arranged on the reinforcing cage 26 in this steel bar concrete precast plate 21, this reinforcing cage 26 is by the longitudinal reinforcement 261 of many arrangements and reinforcing bar is fixed into holistic a plurality of lateral tie 262 forms, shown in Fig. 2 b; Also comprise being arranged on this steel bar concrete precast plate 21 groove 24 of side all around, be arranged on the installation suspension ring 25 of this steel bar concrete precast plate one side.
The diameter range of described vertical perforated holes is (generally speaking, to get the thickness of slab size and subtract 60mm between the 60mm to 300mm.For example, during thickness of slab 200mm, vertically the perforated holes diameter is 140mm).This laterally runs through
The diameter range of hole is 40mm to 280mm (generally speaking, the diameter dimension of getting vertical perforated holes subtracts 20mm).This precast plate is generally as wall form.The height of wall form is 2500mm to 5000mm (generally speaking, getting the thickness that the building floor height subtracts building (room) cover plate size).
If vertically offer many row's plate face 27 (only in the perforate of template upper surface, not running through at the bottom of the plate) of hole on a surface of this steel bar concrete precast plate, shown in Fig. 2 c, then this precast plate is as building (room) cover mold plate.The thickness of building (room) cover mold plate is 90mm to 250mm (needing generally speaking to determine according to span and load size).
Beam forms 51 in the present embodiment, shown in Fig. 5 a, Fig. 5 b and Fig. 5 c, this template adopts the steel bar concrete precast beam, in this beam forms 51 have vertical blind hole hole 52 (at the bottom of the hole at the bottom of the beam external surface 30mm to 50mm, difference with above-mentioned coupling beam), the level that has in the template connects hole 53, and (left side, right side, upper surface) is provided with groove 54 on beam forms three limits, the reinforcing cage 56 that lateral tie 562 is formed in the beam forms is arranged in the beam forms by longitudinal reinforcement 561.Stirrup 562 1 ends expose, can be as suspension ring are installed.When the difference of beam forms 51 and coupling beam template 71 was to make beam forms, an end of longitudinal reinforcement 561 will stretch out outside the concrete beam forms in the beam forms, so that be connected with other member, extension elongation is determined by designing requirement.
Column template 61 structures of present embodiment are shown in Fig. 6 a and Fig. 6 b, and by vertical perforated holes 62 in the template, level connects hole 63 in the template, and the template suspension ring 64 when being used for construction and installation are arranged on the reinforcing cage 66 in this steel bar concrete precast plate; Described reinforcing cage is by the vertical muscle 661 of many arrangements and all vertical muscle are fixed into holistic a plurality of stirrup 662 (nine palace lattice shapes) form.
Coupling beam formwork structure in the present embodiment as shown in Figure 7, this template adopts the prefabricated coupling beam of steel bar concrete, has vertical perforation hole 72 and level and connect hole 73 in this coupling beam template 71, shown in Fig. 7 c; Be arranged on the groove 74 of three of coupling beam templates, shown in Fig. 7 a; Be arranged on the reinforcing cage 76 in the coupling beam template, this reinforcing cage 76 is by many longitudinal reinforcements 761 and will indulge muscle 761 and be fixed into holistic a plurality of lateral tie 762 and form, shown in Fig. 7 b.Stirrup 762 1 ends expose, can be as suspension ring are installed.The length of coupling beam template generally is about the door and window hole size and adds 600mm, and the height of coupling beam template is that the door and window hole epithelium is very little to the underfloor tape measure, and the thickness of coupling beam template is identical with wall thickness.
The same wall form of opening diameter in present embodiment column template, the coupling beam template.
The width of coupling beam template is identical with the thickness of wall form, and (room) covers hypodermis to the height of coupling beam template to the building from the door and window hole epithelium.
Beam forms dimension width 150mm to 1500mm, height 150mm to 2000mm generally determines by designing and calculating.
Column template dimension width 300mm to 2500mm, height 300mm to 2500mm generally determines by designing and calculating.
Adopt the construction method of said frame-shear wall structure building, it is characterized in that, may further comprise the steps:
1) prefabricated cross bore steel bar concrete rectangular column template, beam forms and superstructure template, wall form are transported to the scene;
The method for prefabricating of each template is basic identical, and the existing example that is made as with wall form as shown in Figure 3, may further comprise the steps:
1-1) on the precast plate production site,, adopt one flat plate bed die steel plate 31 according to the dimensional requirement of building, two group's mould steel bars 32, two backform steel bars 33, many long to preformed hole steel pipe 34 and many short preformed hole steel pipes 35 as mold component, as shown in Figure 3; Wherein, this group's mould 32 and backform 33 are the U-type strip steel that both sides have outer rim, and on the bottom surface, have the row via holes 321 (diameter range of described hole be 40mm to 280mm) vertical with the bottom surface, (Fig. 3 a) for 331 (diameter range of described hole is 60mm to 300mm), this length is opened the row perforated holes 341 vertical with tube wall on the tube wall of steel pipe 34, the diameter of the hole 331 that this length is opened on the diameter of steel pipe 34 and backform 33 is identical, long diameter to the perforated holes of opening on the steel pipe 34 341 with help mould 32 on the diameter of the hole 321 opened identical; The diameter of this short preformed hole steel pipe 35 and the diameter identical (Fig. 3 b) of growing the perforated holes of on steel pipe 34, opening 341.
If (as wall form, the length of group's mould 32 is height of wall form, and the height of group's mould 32 is the thickness of wall form.If as building (room) cover mold plate, the length of group's mould 32 is spans of building (room) cover mold plate, and the height of group's mould 32 is the thickness of building (room) cover mold plate.The height of backform 33 equates with the height of group's mould 32)
1-2) will help that mould 32 and backform 33 is vertical mutually, the termination alignment is placed on the bed die 31 and forms mould, (Fig. 2 b) is placed on the bed die 31 with reinforcing cage 26, and installation suspension ring 25.Many are longly penetrated to the hole 331 of preformed hole steel pipe 34 from a side backform 33, and the gap by reinforcing cage 26 penetrates in the hole of opposite side backform again; Again the hole 321 of many short preformed hole steel pipes 35 from a lateral wall mould 32 penetrated, pass the hole of another lateral wall mould 32 by the gap of reinforcing cage again;
Pour concrete in 1-3) from bed die 31 tops toward mould, the concrete upper surface is concordant with the backform epithelium with the group mould, treat concrete as yet all knot hard before, extract short preformed hole steel pipe 35 earlier out, form the lateral direction penetrating hole 23 of template, extract length again out, form vertical perforation hole 22 of template to preformed hole steel pipe 34.
1-4) dismantle after mold component 31,32 and 33, just formed the plane free removal in the precast reinforced concrete form of cross bore is arranged.
Said method also can comprise: 1-5) use super hole cutter to form plate face 27 (Fig. 2 c) in the boring of template 21 upper surfaces.
Above-mentioned prefabricated free removal wall form, building (room) cover mold plate can also utilize existing manufacturing technique (it is traditional hollowcore slab that existing manufacturing technique can be produced the plate that only has a direction hole) preparation method to add and transform, folk prescription is only arranged on the plate of hole what produce, get out hole in a row with super hole cutter in the vertical direction of original hole, the precast reinforced concrete form of cross bore is arranged in final the formation.
2) described column template and wall form are stood vertically placement, the lower end is fixed on the basis;
3) described beam forms is placed in top, column template top;
4) the superstructure template of horizontal positioned is placed in the top of beam forms, forms the post, beam, the template die plate body system that are interconnected, as shown in Figure 4;
5) interspersed reinforcing bar in the post that is interconnected, wall, beam, superstructure template cross bore hole;
6) pour concrete in the post that is interconnected, wall, beam, superstructure template cross bore hole is treated that concrete is filled to finish, and forms one deck monolithic architecture unit or one deck frame shear wall structure;
(7) repeatedly repeat (1) to (5), wall form and the column template that will work as anterior layer are fixed on the cast-in-situ reinforced concrete frame shear wall structure building that forms 8 layers on lower floor's frame shear wall structure.
Beam forms is connected as shown in Figure 8 with the superstructure template in the said method, directly the superstructure template is placed on the beam forms, put into two reinforcing bars 83 in the suspension ring reinforcing bar that stretches out on the beam forms 3 between two buildings (room) cover mold plate, and with two reinforcing bar bolts in stirrup upper end, the reinforcing bar that beam forms stretches out intersects mutually with additional bar 83, interspersed additional bar 81 in the superstructure template cross hole, place additional bar net 82 on the superstructure template, at last pour concrete in the hole of beam forms, superstructure template and slit forms overlapping layers 84 on the plate.
Beam forms is connected as shown in Figure 9 with column template in the said method, directly beam forms is placed on the column template, interspersed additional bar 93 in the column template cross hole, beam forms intersects mutually with the reinforcing bar that column template stretches out, at last at pour concrete in the hole of beam forms and column template and slit, overlapping layers 92 on the formation beam.
The pure frame structure building that the present invention proposes manufacture method and the foregoing description basic identical, just do not have wall form.Be not described in detail in this.
Claims (4)
1. the frame shear wall structure of the precast reinforced concrete form of free removal is built, this building is the pure frame structure building that will be linked to each other mutually by prefabricated reinforced concrete rectangular column template, beam forms and the superstructure template of free removal with existing pour concrete, or builds with the frame shear wall structure that existing pour concrete will be linked to each other mutually by rectangular column template, beam forms and superstructure template, the wall form of free removal; It is characterized in that, described prefabricated reinforced concrete rectangular column template, beam forms and superstructure template, wall form are cross bore prefabricated reinforced concrete plate, have vertical perforated holes parallel and horizontal perforated holes in this steel bar concrete precast plate with the surface, make the inside of described frame shear wall structure form the cross bore duct of extending in all direction, interspersed reinforcing bar and filling concrete form a building unit of Cast-in-place concrete frame shear wall structure among this cross bore duct, a building unit, or a plurality of building unit constitutes multilayer or high-rise Cast-in-place concrete frame shear wall structure building.
2. frame shear wall structure building as claimed in claim 1, it is characterized in that, the reinforcing bar that is arranged in this cross bore prefabricated reinforced concrete plate adopts reinforcing cage, and described reinforcing cage is fixed into holistic many reinforcing bars by the lateral tie of the longitudinal reinforcement of many arrangements, a plurality of arrangements and forms.
3. adopt the construction method of frame shear wall structure building according to claim 1, it is characterized in that, may further comprise the steps:
1) prefabricated cross bore steel bar concrete rectangular column template, beam forms and superstructure template, wall form are transported to the scene;
2) described column template and wall form are stood vertically placement, the lower end is fixed on the basis;
3) described beam forms is placed in top, column template top;
4) the superstructure template of horizontal positioned is placed in the top of beam forms, forms the post, beam, the template die plate body system that are interconnected;
5) interspersed reinforcing bar in the post that is interconnected, wall, beam, superstructure template cross bore hole;
6) pour concrete in the post that is interconnected, wall, beam, superstructure template cross bore hole is treated that concrete is filled to finish, and forms one deck monolithic architecture unit or one deck frame shear wall structure;
(6) repeatedly repeat (1) to (5), wall form and the column template that will work as anterior layer are fixed on the cast-in-situ reinforced concrete frame shear wall structure building that forms multilayer or high level on lower floor's frame shear wall structure.
4. as method as described in the claim 3, it is characterized in that the method for prefabricating of described step 1) cross bore steel bar concrete rectangular column template, beam forms and superstructure template, wall form may further comprise the steps:
11) on the precast plate production site, according to the dimensional requirement of building, adopt the bed die steel plate, group's mould steel bar, the backform steel bar, many long to preformed hole steel pipe and many short preformed hole steel pipes as mold component; Wherein, this group's mould has the vertical through hole of a row with backform, this length is opened the row perforated holes vertical with tube wall on the tube wall of steel pipe, the diameter of the hole that this length is opened on the diameter of steel pipe and backform is identical, long diameter to the perforated holes of opening on the steel pipe with help mould on the diameter of the hole opened identical; The diameter of this short preformed hole steel pipe is identical with the diameter of the long perforated holes of opening on steel pipe;
12) will help that mould and backform are vertical mutually, align to be placed in the termination forms mould on the bed die, reinforcing bar is placed on the bed die, many are longly penetrated to the hole of preformed hole steel pipe from a side backform, the gap by reinforcing bar penetrates in the hole of opposite side backform again; Again the hole of many short preformed hole steel pipes from a lateral wall mould penetrated, by the gap and the long hole that passes another lateral wall mould to the preformed hole steel pipe again of reinforcing bar;
13) pour concrete in the mould, treat concrete as yet all knot hard before, extract short preformed hole steel pipe out, form the lateral direction penetrating hole of template, extract out longly to the preformed hole steel pipe, form vertical perforation hole of template;
14) treat that concrete knot is hard after, the mold component of dismantling, form the plane free removal in the precast reinforced concrete form of cross bore is arranged.
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10219818A (en) * | 1997-02-07 | 1998-08-18 | J Kenchiku Syst Kk | Medium span wooden rationalized building |
| CN2406000Y (en) * | 1999-12-22 | 2000-11-15 | 吴方伯 | Overlapped mould for building |
| CN1796706A (en) * | 2004-12-24 | 2006-07-05 | 张东川 | Box shaped house model of construction and fabricating method |
| CN201225001Y (en) * | 2008-05-30 | 2009-04-22 | 谢新明 | Composite die for casting building frame |
| CN201883677U (en) * | 2010-11-26 | 2011-06-29 | 清华大学建筑设计研究院 | Frame-shear wall structure building free of dismantling prefabricated reinforced concrete templates |
-
2010
- 2010-11-26 CN CN2010105701688A patent/CN102061743B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10219818A (en) * | 1997-02-07 | 1998-08-18 | J Kenchiku Syst Kk | Medium span wooden rationalized building |
| CN2406000Y (en) * | 1999-12-22 | 2000-11-15 | 吴方伯 | Overlapped mould for building |
| CN1796706A (en) * | 2004-12-24 | 2006-07-05 | 张东川 | Box shaped house model of construction and fabricating method |
| CN201225001Y (en) * | 2008-05-30 | 2009-04-22 | 谢新明 | Composite die for casting building frame |
| CN201883677U (en) * | 2010-11-26 | 2011-06-29 | 清华大学建筑设计研究院 | Frame-shear wall structure building free of dismantling prefabricated reinforced concrete templates |
Cited By (24)
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