CN113818571A - Concrete box mold, manufacturing method thereof and building construction method - Google Patents
Concrete box mold, manufacturing method thereof and building construction method Download PDFInfo
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- CN113818571A CN113818571A CN202111088279.XA CN202111088279A CN113818571A CN 113818571 A CN113818571 A CN 113818571A CN 202111088279 A CN202111088279 A CN 202111088279A CN 113818571 A CN113818571 A CN 113818571A
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- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000009435 building construction Methods 0.000 title claims description 16
- 238000004519 manufacturing process Methods 0.000 title abstract description 13
- 238000005192 partition Methods 0.000 claims abstract description 40
- 230000002787 reinforcement Effects 0.000 claims description 15
- 238000009415 formwork Methods 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000005266 casting Methods 0.000 claims description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 claims description 2
- 238000000576 coating method Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 14
- 230000000694 effects Effects 0.000 abstract description 4
- 230000002349 favourable effect Effects 0.000 description 7
- 238000007711 solidification Methods 0.000 description 4
- 230000008023 solidification Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 238000005406 washing Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000011418 maintenance treatment Methods 0.000 description 1
- 239000006082 mold release agent Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 230000008093 supporting effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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Abstract
The utility model belongs to the technical field of the technique of prefabricated assembly building and specifically relates to a concrete box mould, manufacturing method and application thereof is related to, and it includes bottom plate and roof, top one side of bottom plate is provided with first partition wall, the relative one side in bottom plate top is provided with the shear force wall, the roof set up respectively in first partition wall and the top of shear force wall, the top of first partition wall is provided with first beam formers, the one end of roof with top one side of first beam formers is connected, the top of shear force wall is provided with second beam formers, the relative one end of roof with the top of second beam formers is connected, the shear force wall is kept away from one side of first partition wall is provided with the second partition wall. This application has the effect that improves concrete building's efficiency of construction.
Description
Technical Field
The application relates to the technical field of prefabricated buildings, in particular to a concrete box mould and a manufacturing method thereof and a building construction method.
Background
The fabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall slabs, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode. The prefabricated building mainly comprises a prefabricated concrete structure, a steel structure, a modern wood structure building and the like, and is a representative of a modern industrial production mode due to the adoption of standardized design, factory production, assembly construction, informatization management and intelligent application.
With the continuous deepening of the industrialization process, the concrete structure building gradually moves to the assembly, mature prefabricated composite beams, composite slabs, prefabricated columns, prefabricated walls and other assembly type components exist in the industry, the construction speed of the concrete structure building is obviously improved, and the assembly components still have many defects. The prefabrication rate of mill is lower, and the operation of watering after the scene is more, and the connection between the component is mostly the connection of more complicacies such as back slip casting or steel node, and these are not enough all to influence the efficiency of construction to a certain extent.
Disclosure of Invention
In order to improve the construction efficiency of concrete buildings, the application provides a concrete box mould, a manufacturing method thereof and a building construction method.
In a first aspect, the application provides a concrete box mold, adopts following technical scheme:
the utility model provides a concrete box mould, includes bottom plate and roof, top one side of bottom plate is provided with first partition wall, the relative one side in bottom plate top is provided with the shear force wall, the roof set up respectively in first partition wall and the top of shear force wall, the top of first partition wall is provided with first beam formwork, the one end of roof with top one side of first beam formwork is connected, the top of shear force wall is provided with second beam formwork, the relative one end of roof with the top of second beam formwork is connected, the shear force wall is kept away from one side of first partition wall is provided with the second partition wall.
Through adopting above-mentioned technical scheme, after the preparation of concrete box mould was accomplished, the shear force wall was used for assembling the back as the bearing atress of atress wall, and first beam mould and second beam mould are used for assembling the back as the bearing atress of every layer of roof, and the staff's accessible is assembled a plurality of concrete box moulds in order to accomplish the construction, and then is favorable to improving the efficiency of construction of concrete building.
Optionally, the vertical cross sections of the first beam form and the second beam form are respectively arranged in an L shape or a U shape.
Through adopting above-mentioned technical scheme, when the vertical cross-section of first roof beam mould and second roof beam mould is L shape, the connection is assembled to first roof beam mould and the second roof beam mould that two vertical adjacent concrete box mould accessible L shape set up this moment, when the vertical cross-section of first roof beam mould and second roof beam mould is the U-shaped, the connection is assembled to first roof beam mould and the second roof beam mould that two adjacent concrete box mould accessible U-shaped of level set up this moment, and then be favorable to improving the stability that two adjacent concrete box moulds were assembled.
Optionally, pre-buried grooves are respectively formed in the tops of the first partition wall, the shear wall and the second partition wall, and hanging pieces are respectively arranged on the first partition wall, the shear wall and the second partition wall based on the pre-buried grooves.
Through adopting above-mentioned technical scheme, when needs hoist and mount concrete box mould, the staff can use hoisting equipment's output to connect the suspender piece, and under the effect of suspender piece, the concrete box mould is hoisted this moment, and then is favorable to improving the convenience of hoist and mount concrete box mould.
Optionally, a tie groove is formed in one side of the top of the shear wall, and a tie piece is arranged on the shear wall on the basis of the tie groove.
Through adopting above-mentioned technical scheme, when two adjacent concrete box moulds of level are assembled to needs, staff's accessible drawknot spare is to adjacent two sides shear force wall fixed connection, and then is favorable to improving the fixed stability of adjacent two sides shear force wall interconnect.
A method for manufacturing a concrete box mould comprises the following steps:
s1: preparing an inner mold and an outer mold, preliminarily assembling the inner mold and the outer mold into a prefabricated box body structure, and preparing a hanging piece and a pulling piece;
s2: arranging a reinforcement cage between the inner mold and the outer mold;
s3: respectively installing a wire box, a hanging piece, a pulling piece and a pre-buried screw on the inner die and the outer die;
s4: respectively coating a release agent on the opposite sides of the internal mold and the external mold, and then assembling and fixing the internal mold and the external mold;
s5: pouring concrete between the inner mold and the outer mold, and then vibrating;
s6: and after the concrete is solidified, respectively removing the inner mould and the outer mould to finally form the concrete box mould.
By adopting the technical scheme, when a building needs to be constructed, the plurality of concrete box molds are manufactured according to the steps, and finally the plurality of concrete box molds are spliced together, so that the efficiency of building construction is improved.
Optionally, the method for manufacturing a concrete box mold further includes: for the non-casting surface, preparing a mould with a smaller size than the mould used in the first casting, arranging a reinforcement cage at a corresponding position, and repeating the steps S3-S6 to perform the second casting.
By adopting the technical scheme, when secondary pouring is needed to be carried out on the non-pouring surface, a worker firstly prepares the small-sized external mold and the small-sized internal mold respectively, and after the non-pouring surface is poured, the small-sized external mold and the small-sized internal mold can be taken out from the reserved hole on the pouring surface, so that the convenience of pouring the non-pouring surface is improved.
Optionally, the method for manufacturing a concrete box mold further includes: and when the concrete is solidified with the strength ranging from 15MPa to 20MPa, removing the inner die and the outer die.
By adopting the technical scheme, when the concrete solidification strength is 15-20MPa, the best dismantling time of the inner mould and the outer mould is provided, and the convenience for dismantling the inner mould and the outer mould is further improved.
Optionally, in step S6, when the mold is removed, the concrete box mold is hung on the roll-over stand, a plurality of temporary support frames are respectively installed between the top plate and the bottom plate, and the distance between adjacent temporary support frames is 1.5-2.5 m.
Through adopting above-mentioned technical scheme, when needs upset concrete box mould in order to demolish the mould, the staff installs a plurality of interim support frames respectively between roof and the bottom plate in the concrete box mould, and the interval of adjacent interim support frame is 1.5-2.5 meters, and the supporting effect of interim support frame this moment is best, and then is favorable to preventing that the prefabricated box mould from collapsing.
A concrete box mould building construction method comprises the following steps:
s1: assembling concrete box molds to a specified position according to a building structure layout, wherein at least two concrete box molds are arranged;
s2: the adjacent shear walls are encircled to form wall formwork gaps, shear wall steel bars are laid in the wall formwork gaps, the adjacent second beam formworks are encircled to form beam formwork gaps, and beam steel bars are laid in the beam formwork gaps;
s3: connecting adjacent shear walls by using a tie piece, and then pouring concrete into the gap of the wall form;
s4: and pouring concrete into the gap of the beam mould.
Through adopting above-mentioned technical scheme, when concrete box mould is assembled to needs, the staff assembles two at least concrete box moulds according to above-mentioned step, treats the concrete setting back, and adjacent concrete box mould reciprocal anchorage this moment to accomplish the construction, and then be favorable to improving the efficiency of construction.
Optionally, the concrete box mold building construction method further includes: judging whether the building reaches a preset number of layers, if so, finishing the building construction; if not, arranging another layer of concrete box mould on the top plate of the concrete box mould in a mortar setting mode, and repeating the steps S1-S4.
Through adopting above-mentioned technical scheme, when the number of piles that needs the building has two-layerly at least, the staff can be in the top of one deck concrete box mould below and apply paint with a brush and sit the thick liquid, then be fixed in the bottom of the concrete box mould of last one deck on sitting the thick liquid again, two-deck concrete box mould is tentatively fixed about this moment, and then is favorable to improving the efficiency of two-layer building construction at least.
To sum up, the application comprises the following beneficial technical effects:
when needs building construction, earlier assemble inside mould and outside mould with reference to the drawing, then place the steel reinforcement cage between inside mould and outside mould, pour the concrete again after that, when the concrete solidifies the back, the preparation of concrete box mould was accomplished this moment. When the concrete box mould needs to be assembled, the position of the concrete box mould is firstly swung in comparison with a drawing, then a reinforcement cage is placed at a corresponding position, then concrete is poured, and after the concrete is solidified, construction of a building is finally completed, so that the construction efficiency of a concrete building is improved.
Drawings
Fig. 1 is a schematic view of the overall structure of the concrete box mold of the present application.
Fig. 2 is a schematic diagram of the assembly relationship of two concrete box molds according to the present application.
Fig. 3 is a schematic view of the overall structure of a layer of concrete box mold building according to the present application.
Description of reference numerals: 1. concrete box mould; 11. a base plate; 12. a top plate; 13. a first partition wall; 14. a shear wall; 15. a second partition wall; 16. a first beam form; 17. a second beam form; 2. pre-burying a groove; 3. a tie groove; 31. a pull rod; 32. pulling a base; 4. wall form gaps; 5. and (4) beam-form clearance.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
Example (b):
referring to fig. 1, a concrete box mold includes a bottom plate 11 and a top plate 12. Bottom plate 11 is the level setting, and top one side of bottom plate 11 is fixed with first partition wall 13, and first partition wall 13 is vertical setting, and first partition wall 13 and bottom plate 11 mutually perpendicular. A shear wall 14 is fixed on one side, opposite to the first partition wall 13, of the top of the bottom plate 11, the shear wall 14 is mainly used for bearing stress after assembly, the shear wall 14 is vertically arranged, and the shear wall 14 is perpendicular to the bottom plate 11. The top plate 12 is horizontally disposed, and the top plate 12 is located above the first partition wall 13 and the shear wall 14.
A first beam form 16 is fixed on the top of the first partition wall 13, the first beam form 16 is used as a bearing beam, a vertical cross section of the first beam form 16 includes an L shape and a U shape, and in this embodiment, the vertical cross section of the first beam form 16 is U-shaped. The top of the first beam form 16 is open, one side of the bottom of the first beam form 16 is fixedly connected with the top of the first partition wall 13, and one side of the first beam form 16 close to the open end is fixedly connected with one side of the top plate 12.
A second beam form 17 is fixed to the top of the shear wall 14, the second beam form 17 is also used as a load-bearing beam, a vertical cross section of the second beam form 17 includes an L shape and a U shape, and in this embodiment, the vertical cross section of the second beam form 17 is an L shape. One end of the second beam form 17 is fixedly connected with the top of the shear wall 14, and the other end of the second beam form 17 is fixedly connected with one side of the top plate 12 departing from the first beam form 16. A second partition wall 15 is fixed to the side of the shear wall 14 facing away from the first partition wall 13.
Referring to fig. 1, in order to lift the concrete box mold 1, embedded grooves 2 are respectively formed in the tops of the first partition wall 13, the shear wall 14 and the second partition wall 15, the number of the embedded grooves 2 is multiple, the embedded grooves 2 are respectively formed in the vertical direction of the first partition wall 13, the shear wall 14 and the second partition wall 15, and hanging pieces are respectively fixed to the first partition wall 13, the shear wall 14 and the second partition wall 15 based on the embedded grooves 2. In this embodiment, the hanging member is a hanging ring (not shown in the figure).
When concrete box mould 1 was hoisted to needs, the staff can be with hoisting equipment's output and rings fixed connection, and when hoisting equipment started, hoisting equipment's output was hoisted concrete box mould 1 through rings.
Referring to fig. 1 and 2, a plurality of tie grooves 3 are formed in one side of the top of the shear wall 14, the tie grooves 3 are formed in the vertical direction of the shear wall 14, and tie pieces are fixed in the shear wall 14 based on the tie grooves 3, in this embodiment, the tie pieces include tie rods 31 and tie bases 32, and the tie bases 32 are fixed in the tie grooves 3.
When two adjacent concrete box molds 1 need to be fixed, a worker can fixedly connect two ends of the pull rod 31 with the two opposite pull seats 32 respectively, and under the action of the pull rod 31, the two adjacent shear walls 14 are fixed at the moment.
The application provides a manufacturing method of a concrete box mould, which comprises the following steps:
s1: the worker prepares the inner mold and the outer mold in advance, and the inner mold and the outer mold are used together to manufacture the concrete box mold 1. Then, respectively cleaning the inner die and the outer die by workers, simultaneously preparing a lifting ring, a pull rod 31 and a pull seat 32 by the workers, respectively measuring the sizes of the inner die and the outer die by referring to a drawing, primarily assembling the inner die and the outer die, and finally respectively checking the installation positions of the lifting ring, the pull rod 31 and the pull seat 32;
s2: then, workers respectively bind the plurality of reinforcement cages, then respectively place the plurality of reinforcement cages between the inner mold and the outer mold according to drawings, meanwhile, the workers sleeve flywheels on the plurality of reinforcement cages to prevent the reinforcement from shaking, and the reinforcement cages are padded up by using the stool to protect the reinforcement cages;
s3: then, the worker installs the wire box, the hanging ring, the pull rod 31, the pull seat 32 and the embedded bolt on the inner die according to the drawing, and simultaneously checks whether the conditions of neglected installation, wrong installation and looseness exist one by one;
s4: then the worker respectively brushes the mold release agent on the opposite side of the inner mold and the outer mold so as to facilitate the mutual separation of the molds and the concrete, and simultaneously the worker brushes the retarder on the surface which is not poured so as to facilitate the better mutual solidification of the new concrete and the old concrete during the secondary pouring. Finally, the external mold and the internal mold are assembled and fixed, and the screws are ensured to be screwed tightly;
s5: then the staff pours the concrete again between outside mould and the inside mould, when pouring, the staff uses the vibrating machine to install the lateral wall at outside mould, perhaps installs and vibrate the concrete on the inside wall of inside mould, and the staff also can use the vibrating rod to put into the concrete and vibrate, under the effect of vibrating machine and vibrating rod, the concrete distributes evenly this moment between outside mould and inside mould. After the pouring is finished, the worker carries out plastering and maintenance treatment on the surface of the concrete;
s6: when the solidification strength of the poured concrete is 15-20MPa, in the embodiment, the solidification strength of the concrete is 15MPa, at the moment, workers remove the external mould and the internal mould one by one to preliminarily form the concrete box mould 1, and at the moment, the concrete box mould 1 is poured to complete four surfaces;
s7: when the non-casting surface needs to be cast, the worker firstly prepares the inner mold and the outer mold again, but the size of the mold is smaller than that of the mold during the first casting, then a reinforcement cage is arranged in the mold, and then the steps S3-S6 are repeated for the second casting;
s8: when the demoulding is needed, the worker uses the hoisting equipment to hoist the concrete box mould 1, and then sequentially removes the external mould and the internal mould. When the inside mould and the outside mould that need overturn concrete box mould 1 could be demolishd, the staff installed interim support frame respectively between roof 12 and bottom plate 11 earlier, and the quantity of interim support frame is equipped with a plurality ofly, and the interval of adjacent interim support frame is 1.5-2.5 meters, and in this embodiment, the interval of adjacent interim support frame is 2 meters. Then hoisting the concrete box mold 1 to the roll-over stand by using hoisting equipment, and finally dismantling the rest molds;
s9: and finally, hanging the concrete box mould 1 into a washing area by a worker, washing the rough surface on the concrete box mould 1, hanging the concrete box mould 1 into a decoration area after washing, decorating and storing the concrete box mould 1 at a later stage, and finishing the manufacture.
Referring to fig. 2 and 3, the present application provides a method for building a concrete box mold, which includes the following steps:
s1: before the concrete box mould 1 is hoisted, workers firstly utilize the detachable steel frame to vertically reinforce and support the top plate 12;
s2: then, the worker assembles the concrete box molds 1 to the designated positions according to the building structure layout, wherein in the embodiment, two concrete box molds 1 are arranged;
s3: then, the worker prepares the steel bars of the shear wall 14, the shear walls 14 of the two adjacent concrete box molds 1 enclose to form a wall mold gap 4, and then the steel bars of the shear wall 14 are laid in the wall mold gap 4. Then preparing the reinforcing steel bars of the beam, enclosing the second beam molds 17 of the two adjacent concrete box molds 1 to form a beam mold gap 5, and putting the reinforcing steel bars of the beam into the beam mold gap 5;
s4: respectively embedding two ends of a pull rod 31 into two opposite pull seats 32, and then pouring concrete into the wall form gap 4;
s5: then, the workers pour concrete into the beam mould gap 5;
s6: finally, judging whether the building reaches a preset number of layers, if so, finishing the building construction; if not, another layer of concrete box mould 1 is arranged on the top plate 12 of the concrete box mould 1 in a mortar setting mode, and the steps S1-S5 are repeated.
The working principle of the concrete box mould is as follows:
when needs building construction, earlier assemble inside mould and outside mould with reference to the drawing, then place the steel reinforcement cage between inside mould and outside mould, pour the concrete again after that, when the concrete solidifies the back, the preparation of concrete box mould 1 this moment is accomplished. When the concrete box mold 1 needs to be assembled, firstly, the position of the concrete box mold 1 is swung in comparison with a drawing, then a reinforcement cage is placed at a corresponding position, then concrete is poured, and after the concrete is solidified, construction of a building is finally completed.
In conclusion, a plurality of concrete box molds 1 are assembled respectively according to the drawing, and the construction efficiency of the concrete building is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. A concrete box mould is characterized in that: the novel steel plate shear wall is characterized by comprising a bottom plate (11) and a top plate (12), wherein a first partition wall (13) is arranged on one side of the top of the bottom plate (11), a shear wall (14) is arranged on one side, opposite to the top, of the bottom plate (11), the top plate (12) is arranged on the first partition wall (13) and the top of the shear wall (14) respectively, a first beam mold (16) is arranged on the top of the first partition wall (13), one end of the top plate (12) is connected with one side of the top of the first beam mold (16), a second beam mold (17) is arranged on the top of the shear wall (14), one end, opposite to the top plate (12), of the second beam mold (17) is connected, and a second partition wall (15) is arranged on one side, deviated from the first partition wall (13), of the shear wall (14).
2. A concrete box mould according to claim 1, wherein: the vertical sections of the first beam form (16) and the second beam form (17) are respectively arranged in an L shape or a U shape.
3. A concrete box mould (1) according to claim 1, characterized in that: embedding grooves (2) are formed in the tops of the first partition wall (13), the shear wall (14) and the second partition wall (15) respectively, and hanging pieces are arranged on the first partition wall (13), the shear wall (14) and the second partition wall (15) respectively based on the embedding grooves (2).
4. A concrete box mould according to claim 1, wherein: a drawknot groove (3) is formed in one side of the top of the shear wall (14), and a drawknot piece is arranged on the shear wall (14) based on the drawknot groove (3).
5. A method of forming a concrete tank as claimed in any one of claims 1 to 4, including the steps of:
s1: preparing an inner mold and an outer mold, preliminarily assembling the inner mold and the outer mold into a prefabricated box body structure, and preparing a hanging piece and a pulling piece;
s2: arranging a reinforcement cage between the inner mold and the outer mold;
s3: respectively installing a wire box, a hanging piece, a pulling piece and a pre-buried screw on the inner die and the outer die;
s4: respectively coating a release agent on the opposite sides of the internal mold and the external mold, and then assembling and fixing the internal mold and the external mold;
s5: pouring concrete between the inner mold and the outer mold, and then vibrating;
s6: and after the concrete is solidified, respectively removing the inner mould and the outer mould to finally form the concrete box mould (1).
6. A method of forming a concrete tank mold as claimed in claim 5, further comprising: for the non-casting surface, preparing a mould with a smaller size than the mould used in the first casting, arranging a reinforcement cage at a corresponding position, and repeating the steps S3-S6 to perform the second casting.
7. A method of forming a concrete tank mold as claimed in claim 5, further comprising: and when the concrete is solidified with the strength ranging from 15MPa to 20MPa, removing the inner die and the outer die.
8. A method of forming a concrete tank as claimed in claim 5, wherein: in step S6, when the mould is disassembled, the concrete box mould (1) is hung on the turning frame, a plurality of temporary support frames are respectively installed between the top plate (12) and the bottom plate (11), and the distance between the adjacent temporary support frames is 1.5-2.5 m.
9. A method of building construction using a concrete box mould according to any one of claims 1 to 4, characterised by the steps of:
s1: assembling the concrete box molds (1) to a specified position according to a building structure layout, wherein at least two concrete box molds (1) are arranged;
s2: the adjacent shear walls (14) are enclosed to form wall formwork gaps (4), reinforcing steel bars of the shear walls (14) are laid in the wall formwork gaps (4), the adjacent second beam forms (17) are enclosed to form beam formwork gaps (5), and reinforcing steel bars of beams are laid in the beam formwork gaps (5);
s3: connecting adjacent shear walls (14) by using a tie piece, and then pouring concrete into the wall form gap (4);
s4: and pouring concrete into the beam mould gap (5).
10. The method of concrete box mold building construction of claim 9, further comprising: judging whether the building reaches a preset number of layers, if so, finishing the building construction; if not, arranging another layer of concrete box mould (1) on the top plate (12) of the concrete box mould (1) in a mortar sitting mode, and repeating the steps S1-S4.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111088279.XA CN113818571A (en) | 2021-09-16 | 2021-09-16 | Concrete box mold, manufacturing method thereof and building construction method |
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| CN202111088279.XA CN113818571A (en) | 2021-09-16 | 2021-09-16 | Concrete box mold, manufacturing method thereof and building construction method |
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