CN107905246A - A kind of ground girder construction process that ground beam mould is printed based on 3D - Google Patents
A kind of ground girder construction process that ground beam mould is printed based on 3D Download PDFInfo
- Publication number
- CN107905246A CN107905246A CN201711005803.6A CN201711005803A CN107905246A CN 107905246 A CN107905246 A CN 107905246A CN 201711005803 A CN201711005803 A CN 201711005803A CN 107905246 A CN107905246 A CN 107905246A
- Authority
- CN
- China
- Prior art keywords
- ground
- ground beam
- beam mould
- mould
- printing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y80/00—Products made by additive manufacturing
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Abstract
Invention provides a kind of ground girder construction process of based on 3D printing beam mould.The technique includes manufacture ground beam mould, excavates groove, installation ground beam mould, installation ground beam steel reinforcement cage and pour ground beam concrete.The technique is remarkably improved the construction efficiency of ground beam, saves manual labor's input, saves concrete and brick setting material, and the ground beam mould that 3D printing produces can also use biodegradable material, and environmental benefit is good, and economic and social benefit is all apparent.
Description
Technical field
The present invention relates to the realm of building construction, more particularly to a kind of ground girder construction process.
Background technology
At present, China building with infrastructure when reinforcement foundation concrete ground beam construct when, frequently with traditional construction
Technique, i.e., first excavate out a bar ditch at ground beam, bottom of trench tamps simultaneously cast-in-place concrete bed course after excavation, then on concrete cushion
Using the both sides stock mould of the concrete block masonry armored concrete ground beam such as brick, then arrange steel reinforcement cage, after-pouring ground beam concrete, most
The gap outside stock mould both sides is used into backfilling of earthwork afterwards.
However, time-consuming, gain in strength needs curing time this traditional ground beam construction method duration, later process is situated between
Enter late.Meanwhile manually input is big, builds by laying bricks or stones of high cost.The material consumption of concrete cushion and stock mould is very big, does not meet green ring
The idea of development of guarantor.Land resource wastes and energy consumption is higher, and comprehensive cost is very high.
The content of the invention
The object of the present invention is to provide a kind of ground girder construction process of based on 3D printing beam mould, to solve the prior art
Present in problem.
To realize that the technical solution that the object of the invention uses is a kind of such, ground beam of based on 3D printing beam mould
Construction technology, comprises the following steps：
1) required according to ground beam size, ground beam mould is made by 3D printing technique in factory and is transported existing to constructing
.Wherein, described ground beam mould includes 2 blocks of side plates and bottom plate.2 blocks of side plates and bottom plate form groove-like structure.The side plate
Enclosed with bottom plate and set out die cavity.
2) plan-position of interior definite ground beam on construction ground.The ditch of accommodating ground beam mould is excavated according to the positioning of ground beam
Groove, and channel bottom is levelling.
3) installation ground beam mould, and take construction interim measure positioning in the trench.
4) ground beam steel reinforcement cage is arranged in die cavity.
5) ground beam concrete is poured in die cavity.
Further, there is ribbed stiffener in the plate face of the side plate and bottom plate.
Further, also there is the correlation step of the earthwork on the outside of backfill ground beam mould after step 3).
Further, also there is the correlation step of the earthwork on the outside of backfill ground beam mould after step 5).
Further, it is spliced after the ground beam mold sections printing.
Further, described ground beam mould is made of biodegradable material.
The solution have the advantages that unquestionable：
A. speed of application significantly improves；
B. manual labor's making time and labor intensity significantly reduce, and save the coagulation needed for concrete ground beam construction
Soil padding and stock mould, with good economic efficiency and comprehensive benefit；
C.3D the ground beam mould printed uses biodegradable material, environmentally protective.
Brief description of the drawings
Fig. 1 is ground beam construction schematic diagram；
Fig. 2 is ground beam mold structure diagram.
In figure：Ground beam mould 1, side plate 101, bottom plate 102, die cavity 103, isolated footing or pile foundation support table 2, ground beam steel reinforcement cage
3rd, ground beam concrete 4.
Embodiment
With reference to embodiment, the invention will be further described, but should not be construed the above-mentioned subject area of the present invention only
It is limited to following embodiments.Without departing from the idea case in the present invention described above, according to ordinary skill knowledge and used
With means, various replacements and change are made, should all be included within the scope of the present invention.
Embodiment 1：
Ground beam connects two adjacent isolated footings or pile foundation support table 2 in the present embodiment.Referring to Fig. 1, the present embodiment discloses one
The ground girder construction process of based on 3D printing beam mould is planted, is comprised the following steps：
1) required according to ground beam size, ground beam mould 1 is made by 3D printing technique in factory and is transported existing to constructing
.Wherein, 2 blocks of side plates 101 and bottom plate 102 are included referring to Fig. 2, described ground beam mould 1.2 blocks of side plates 101 and bottom plate 102
Form groove-like structure.The side plate 101 and bottom plate 102, which enclose, sets out die cavity 103.Described ground beam mould 1 uses biodegradable material
Material is made.
2) interior definite ground beam and isolated footing or the plan-position of pile foundation support table 2 on construction ground.According to design requirement
The groove and the pit of accommodating isolated footing or pile foundation support table 2 of accommodating ground beam mould 1 are excavated with positioning.Wherein, the groove with
The size of ground beam mould 1 matches.Groove clears up slot bottom and loosens the earthwork after excavating to absolute altitude, and by bottom using manually or mechanically
Tamp levelling.
3) installation ground beam mould 1, and take construction interim measure positioning in the trench.
4) steel bar meter place that can be at the construction field (site) processes ground beam steel reinforcement cage 3 and basis or pile foundation in factory
Cushion cap steel reinforcement cage, is transported at ground beam position.Ground beam steel reinforcement cage 3 is arranged in die cavity 103, by basis or pile foundation support table reinforcing bar
Cage is arranged in pit.
5) formed by integrally casting ground beam and isolated footing or pile foundation support table 2.
6) after concreting hardening, into cross girders side backfilling of earthwork and compacting, ground beam construction is completed.
Embodiment 2：
Ground beam connects two adjacent isolated footings or pile foundation support table 2 in the present embodiment, is rock foundation at ground beam position.Ginseng
See Fig. 1, the present embodiment discloses a kind of ground girder construction process of based on 3D printing beam mould, comprises the following steps：
1) required according to ground beam size, ground beam mould 1 is made by 3D printing technique in factory and is transported existing to constructing
.Wherein, 2 blocks of side plates 101 and bottom plate 102 are included referring to Fig. 2, described ground beam mould 1.2 blocks of side plates 101 and bottom plate 102
Form groove-like structure.The side plate 101 and bottom plate 102, which enclose, sets out die cavity 103.Splice after 1 step printing of described ground beam mould and
Into.Described ground beam mould 1 is made of biodegradable material.
2) interior definite ground beam and isolated footing or the plan-position of pile foundation support table 2 on construction ground.According to design requirement
The pit of accommodating isolated footing or pile foundation support table 2 is excavated with positioning.Accommodating ground beam mould 1 is excavated according to design requirement and positioning
Groove is simultaneously levelling.
3) installation ground beam mould 1, and take construction interim measure positioning in the trench.
4) earthwork in 1 outside of backfill ground beam mould
5) scene bind and arrange ground beam steel reinforcement cage 3 and basis or pile foundation support table steel reinforcement cage.Wherein, described ground beam steel
Cage 3 is placed in die cavity 103, and basis or pile foundation support table steel reinforcement cage are placed in pit.
6) isolated footing or pile foundation support table 2 and ground beam are individually poured, completes ground beam construction.
Embodiment 3：
In the present embodiment, construction site need not set independent foundation under column or pile foundation support table 2, and only need to be configured
Beam.The present embodiment discloses a kind of ground girder construction process of based on 3D printing beam mould, comprises the following steps：
1) required according to ground beam size, ground beam mould 1 is made by 3D printing technique in factory and is transported existing to constructing
.Wherein, described ground beam mould 1 includes 2 blocks of side plates 101 and bottom plate 102.2 blocks of side plates 101 and bottom plate 102 form channel-shaped
Structure.The side plate 101 and bottom plate 102, which enclose, sets out die cavity 103.Have in the plate face of the side plate 101 and bottom plate 102 and put more energy into
Rib.
2) plan-position of interior definite ground beam on construction ground.The ditch of accommodating ground beam mould 1 is excavated according to the positioning of ground beam
Groove, and channel bottom is levelling.Wherein, the size of the groove and ground beam mould 1 matches.
3) installation ground beam mould 1, and take construction interim measure positioning in the trench.
4) the arrangement ground beam steel reinforcement cage 3 in die cavity 103.
5) ground beam concrete 4 is poured in die cavity 103.
6) earthwork in 1 outside of backfill ground beam mould, completes ground beam construction.
Claims (6)
1. a kind of ground girder construction process of based on 3D printing beam mould, it is characterised in that comprise the following steps：
1) required according to ground beam size, ground beam mould (1) is made by 3D printing technique in factory and is transported to construction site；
Wherein, described ground beam mould (1) includes 2 pieces of side plates (101) and bottom plate (102).2 blocks of side plates (101) and bottom plate (102) group
Into groove-like structure；The side plate (101) and bottom plate (102), which enclose, sets out die cavity (103)；
2) plan-position of interior definite ground beam on construction ground；The groove of accommodating ground beam mould (1) is excavated according to the positioning of ground beam,
It is and channel bottom is levelling；
3) installation ground beam mould (1), and take construction interim measure positioning in the trench；
4) the arrangement ground beam steel reinforcement cage (3) in die cavity (103)；
5) ground beam concrete (4) is poured in die cavity (103).
A kind of 2. ground girder construction process of based on 3D printing beam mould according to claim 1, it is characterised in that：It is described
There is ribbed stiffener in the plate face of side plate (101) and bottom plate (102).
A kind of 3. ground girder construction process of based on 3D printing beam mould according to claim 1 or 2, it is characterised in that：
Also there is the correlation step of the earthwork on the outside of backfill ground beam mould (1) after step 3).
4. a kind of ground girder construction process of based on 3D printing beam mould according to claim 1,2 or 3, its feature exist
In：Also there is the correlation step of the earthwork on the outside of backfill ground beam mould (1) after step 5).
A kind of 5. ground girder construction process of based on 3D printing beam mould according to claim 1, it is characterised in that：It is described
It is spliced after ground beam mould (1) step printing.
A kind of 6. ground girder construction process of based on 3D printing beam mould according to claim 1, it is characterised in that：It is described
Ground beam mould (1) is made of biodegradable material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711005803.6A CN107905246A (en) | 2017-10-25 | 2017-10-25 | A kind of ground girder construction process that ground beam mould is printed based on 3D |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711005803.6A CN107905246A (en) | 2017-10-25 | 2017-10-25 | A kind of ground girder construction process that ground beam mould is printed based on 3D |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107905246A true CN107905246A (en) | 2018-04-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711005803.6A Pending CN107905246A (en) | 2017-10-25 | 2017-10-25 | A kind of ground girder construction process that ground beam mould is printed based on 3D |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109278155A (en) * | 2018-10-25 | 2019-01-29 | 南京工业大学 | A kind of translucent concrete ship quick molding method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101725247A (en) * | 2008-10-18 | 2010-06-09 | 黄浩庭 | Manufacture method of cushion cap and patand molding bed for building pile foundation |
| CN104196049A (en) * | 2014-09-19 | 2014-12-10 | 三箭建设工程集团有限公司 | Construction method for brick forms of foundation platforms and grade beams |
| CN205444686U (en) * | 2016-03-21 | 2016-08-10 | 马义和 | Building roof beam body structure that 3D printed |
| CN206070570U (en) * | 2016-08-30 | 2017-04-05 | 上海建工二建集团有限公司 | A kind of building structure |
-
2017
- 2017-10-25 CN CN201711005803.6A patent/CN107905246A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101725247A (en) * | 2008-10-18 | 2010-06-09 | 黄浩庭 | Manufacture method of cushion cap and patand molding bed for building pile foundation |
| CN104196049A (en) * | 2014-09-19 | 2014-12-10 | 三箭建设工程集团有限公司 | Construction method for brick forms of foundation platforms and grade beams |
| CN205444686U (en) * | 2016-03-21 | 2016-08-10 | 马义和 | Building roof beam body structure that 3D printed |
| CN206070570U (en) * | 2016-08-30 | 2017-04-05 | 上海建工二建集团有限公司 | A kind of building structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109278155A (en) * | 2018-10-25 | 2019-01-29 | 南京工业大学 | A kind of translucent concrete ship quick molding method |
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Application publication date: 20180413 |