CN109098446A - Concrete component constructing device and concrete component construction method - Google Patents
Concrete component constructing device and concrete component construction method Download PDFInfo
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- CN109098446A CN109098446A CN201811213148.8A CN201811213148A CN109098446A CN 109098446 A CN109098446 A CN 109098446A CN 201811213148 A CN201811213148 A CN 201811213148A CN 109098446 A CN109098446 A CN 109098446A
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- 239000004567 concrete Substances 0.000 title claims abstract description 167
- 238000010276 construction Methods 0.000 title claims abstract description 31
- 238000009416 shuttering Methods 0.000 claims abstract description 7
- 238000005266 casting Methods 0.000 claims description 41
- 229910000831 Steel Inorganic materials 0.000 claims description 31
- 239000010959 steel Substances 0.000 claims description 31
- 239000000835 fiber Substances 0.000 claims description 27
- 239000003795 chemical substances by application Substances 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 5
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 13
- 238000002513 implantation Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 8
- 239000004568 cement Substances 0.000 description 6
- 239000002002 slurry Substances 0.000 description 6
- 238000000465 moulding Methods 0.000 description 5
- 239000011178 precast concrete Substances 0.000 description 5
- 238000007596 consolidation process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000003292 glue Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 238000005097 cold rolling Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000741 silica gel Substances 0.000 description 1
- 229910002027 silica gel Inorganic materials 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention provides a kind of concrete component constructing device and concrete component construction method, belongs to construction field.The concrete component constructing device includes inner piece and built-in fitting, and the position of inner piece is fixed, and the first side outer support of inner piece has template, and the first side of inner piece is bonded with the inner sidewall of template.Built-in fitting be it is multiple, the second side that the first end of multiple built-in fittings both passes through inner piece is plugged on inner piece, and the second end of multiple built-in fittings is exposed to except the second side of inner piece.The concrete component construction method applies above-mentioned concrete component constructing device, comprising: the first end of the built-in fitting: being passed through the second side of the inner piece by implantation built-in fitting, is implanted on the inner piece, secure liner part and support shuttering.Low, easy damaged template that present invention improves prior art working efficiencies, the quality for influencing concrete and the problem for causing form removable process more difficult.
Description
Technical field
The present invention relates to technical field of construction, in particular to a kind of concrete component constructing device and concrete structure
Part construction method.
Background technique
In construction, for the connection between enhancing new-old concrete, it will usually according to design requirement at new-old concrete
Embedded bar.Specific way is as follows: before pouring old concrete, embedded bar being bound, and is set according to embedded bar
Meter figure, drills out the preformed hole passed through convenient for reinforcing bar in template.Then simultaneously can will by shuttering supporting around embedded bar
Embedded bar is stretched out outside template by the preformed hole in template, then the gap between the preformed hole and embedded bar in template is used
Glue seals, and reserves and influence the stability of old concrete from gap to avoid cement slurry when pouring old concrete.
, can be again by form removable after old concrete molding, embedded bar stretches out on the outside of old concrete at this time.Old mixed
When solidifying soil side pours novel concrete, embedded bar can be cast in new concrete, and then new and old coagulation may be implemented
The connection of soil.
But the form of construction work between existing new-old concrete has the following disadvantages:
(1) diameter of embedded bar is usually 10mm or more, therefore embedded bar is relatively large in diameter, and is punched in template
Process is cumbersome, and the rigidity that can also reduce template is punched in template, and then influences the reuse of template.
(2) embedded bar stretch out template part length be usually 200mm, and the preformed hole in template be it is multiple, therefore
Careful device to hole one by one is needed when stretching out embedded bar from template, therefore the process of installation template is cumbersome, construction efficiency
It is low.
(3) there is gap between the preformed hole and embedded bar in template, generally requiring before casting concrete will be upper
It states gap to be sealed with glue, but above-mentioned gap is not easy to be sealed, therefore the cement slurry still having in concrete is flowed out from gap,
And then influence the quality of concrete.
(4) due to having certain angle between overhanging embedded bar and template, and embedded bar rigidity is larger, therefore
To avoid template deformation and concrete local damage, the demolishing process of template has biggish difficulty.
Summary of the invention
The purpose of the present invention is to provide a kind of concrete component constructing device and concrete component construction methods, to solve
Prior art working efficiency is low, easy damaged template, the quality for influencing concrete and the technology for causing form removable process more difficult
Problem.
The present invention provides a kind of concrete component constructing device, including inner piece and built-in fitting；
The position of inner piece is fixed, and the first side outer support of inner piece has template, and the first side and mould of inner piece
The inner sidewall of plate is bonded；
Built-in fitting be it is multiple, the second side that the first end of multiple built-in fittings both passes through inner piece is plugged on inner piece,
The second end of multiple built-in fittings is exposed to except the second side of inner piece.
Further, built-in fitting includes steel fibre.
Further, the shape of built-in fitting is waveform.
Further, built-in fitting includes first segment, second segment and third section；
The first segment and third section of built-in fitting are linear type, and the second segment of built-in fitting is arch, the first segment of built-in fitting,
Second segment and third section are sequentially connected so that built-in fitting is strip.
Further, the first end of built-in fitting to the linear distance between second end is 30~100mm.
Further, release agent is coated in the second side of inner piece.
Further, inner piece includes cystosepiment.
Further, the density of inner piece is 16~20kg/m3。
The present invention provides a kind of concrete component construction method, using concrete described in any one of above-mentioned technical proposal
Component constructing device, comprising:
It is implanted into built-in fitting: the first end of built-in fitting being passed through to the second side of inner piece, is implanted on inner piece；
Secure liner part: the inner piece for being implanted with built-in fitting is fixed on at casting concrete position, and makes built-in fitting
Second end is located in the space of casting concrete；
Support shuttering: in the first side outer support template of inner piece, and make inner piece first side and template it is interior
Side wall fitting.
Further, further includes:
Casting concrete: erectting remaining multiple template around to casting concrete position, and makes its multiple complementary modul
Plate and the template being bonded with inner piece successively abut and surround annular, to form the space to casting concrete, then to wait pour
Casting concrete in the space of concrete；
Disassembly template: after concrete consolidates and reaches intensity requirement, template is disassembled；
It dismantles inner piece: after the completion of template disassembly, inner piece is pulled along the direction far from built-in fitting second end, so that liner
Part is separated with the first end of built-in fitting.
Concrete component constructing device provided by the present invention and concrete component construction method can generate following beneficial to effect
Fruit:
Concrete component constructing device provided by the invention includes inner piece and built-in fitting, in the mistake of casting concrete component
The first end of multiple built-in fittings first can be passed through the second side of inner piece and is plugged on inner piece by Cheng Zhong.It is pre- in grafting
When embedded part, the second end for making built-in fitting is also needed to be exposed to except the second side of inner piece.Built-in fitting is plugged on inner piece
Afterwards, the inner piece for being plugged with built-in fitting can be fixed at the position to casting concrete, and makes the second end position of built-in fitting
In the space to casting concrete.Then can be by shuttering supporting outside the first side of inner piece, and make the of inner piece
One side is bonded with the inner sidewall of template.
At this time can to casting concrete position around fix remaining multiple template, and make remaining multiple mould
Annular is successively abutted and surrounded between plate and the template being bonded with inner piece, and then can form the space to casting concrete.
After having supported template, can in casting concrete space casting concrete, the second end of built-in fitting can be cast at this time
In concrete, and the first end of built-in fitting will not be cast in concrete.After concrete consolidation molding, template can be dismantled,
Inner piece can be pulled along the direction far from built-in fitting second end after the completion of template is dismantled, due to the second end of built-in fitting and mixed
Solidifying soil is consolidated, and the first end of built-in fitting is plugged in inner piece, therefore can easily disassemble inner piece
Without damaging concrete component.
Compared with prior art, the built-in fitting in concrete component constructing device provided by the invention is to be plugged on inner piece
On, therefore do not need to drill in template, therefore template will not be damaged, and working efficiency can be promoted, it can also prevent from mixing
Gap outflow of the cement slurry between embedded bar and template in solidifying soil.Concrete component constructing device provided by the invention
Inner piece can also be pulled when dismantling inner piece, be detached from inner piece and built-in fitting, without adjusting built-in fitting and template
Angle after it is careful template is disassembled, and then template deformation can be prevented and damage molded concrete.
As can be seen that concrete component constructing device provided by the invention improves, prior art working efficiency is low, rapid wear
The technical problem for hurting template, influencing the quality of concrete and causing form removable process more difficult.
Concrete component construction method provided by the invention, using above-mentioned concrete component constructing device, comprising: implantation is pre-
Embedded part: the first end of built-in fitting is passed through to the second side of inner piece, is implanted on inner piece；Secure liner part: it will be implanted with pre-buried
The inner piece of part is fixed on at casting concrete position, and the second end of built-in fitting is made to be located at the space to casting concrete
In；Support shuttering: in the first side outer support template of inner piece, and paste the first side of inner piece and the inner sidewall of template
It closes.
As can be seen that concrete component construction method provided by the invention applies upper concrete component constructing device, thus
With beneficial effect identical with above-mentioned concrete component constructing device.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram for the concrete component constructing device that the prior art provides；
Fig. 2 is the structural schematic diagram for the concrete component constructing device that template and the embodiment of the present invention one provide；
Fig. 3 is the structural schematic diagram of the concrete component constructing device in Fig. 2；
Fig. 4 is the side structure schematic diagram of the concrete component constructing device in Fig. 3；
Fig. 5 is the structural schematic diagram for the built-in fitting that the embodiment of the present invention one provides；
Fig. 6 is another structural schematic diagram for the concrete component constructing device that the embodiment of the present invention one provides；
Fig. 7 is the side structure schematic diagram of the concrete component constructing device in Fig. 6；
Fig. 8 is the another structural schematic diagram for the concrete component constructing device that the embodiment of the present invention one provides；
Fig. 9 is concrete component construction method flow chart provided by Embodiment 2 of the present invention.
In figure:
1- embedded bar；2- template；3- inner piece；4- built-in fitting.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
Middle attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is only
It is a part of the embodiment of the present invention, instead of all the embodiments.The present invention being usually described and illustrated herein in the accompanying drawings is real
The component for applying example can be arranged and be designed with a variety of different configurations.Therefore, of the invention to what is provided in the accompanying drawings below
The detailed description of embodiment is not intended to limit the range of claimed invention, but is merely representative of selected reality of the invention
Apply example.Based on the embodiment of the present invention, those skilled in the art institute obtained without making creative work
There are other embodiments, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In addition, in the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " peace
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
The present invention provides a kind of concrete component constructing device and concrete component construction method, with reference to the accompanying drawing to this
The concrete component constructing device provided is provided and concrete component construction method is described in detail:
Embodiment one:
Existing concrete component constructing device includes embedded bar 1, can be first by pre-buried steel before casting concrete
1 binding and fixing of muscle are good, and the preformed hole passed through convenient for embedded bar 1 is drilled out in template 2.As shown in Figure 1, then can be by mould
Plate 2 is supported on around embedded bar 1, while embedded bar 1 being stretched out outside template 2 by the preformed hole in template 2, then to template
Casting concrete in 2.
As shown in Figure 2-5, concrete component constructing device provided in this embodiment includes inner piece 3 and built-in fitting 4, liner
The position of part 3 is fixed, inner piece 3 be it is multiple, multiple inner pieces 3 can surround annular, to accommodate cast-in-place concrete；Inner piece 3
First side outer support have template 2, and the first side of inner piece 3 is bonded with the inner sidewall of template 2.
Wherein, built-in fitting 4 is multiple, and the second side that the first end of multiple built-in fittings 4 both passes through inner piece 3 is plugged on interior
On backing member 3, the second end of multiple built-in fittings 4 is exposed to except the second side of inner piece 3.
During casting concrete component, the first end of multiple built-in fittings 4 first can be passed through the second of inner piece 3
Side is simultaneously plugged on inner piece 3.In grafting built-in fitting 4, the second end for making built-in fitting 4 is also needed to be exposed to the of inner piece 3
Except two side faces.After built-in fitting 4 is plugged on inner piece 3, the inner piece 3 for being plugged with built-in fitting 4 can be fixed on to be poured
It builds at the position of concrete, and is located at the second end of built-in fitting 4 in the space of casting concrete.It then can be by template 2
It is supported on outside the first side of inner piece 3, and is bonded the first side of inner piece 3 and the inner sidewall of template 2.
At this time can to casting concrete position around fix remaining multiple template 2, and make it is multiple remaining
Annular is successively abutted and surrounded between template 2 and the template 2 being bonded with inner piece, and then can form the sky to casting concrete
Between.Wherein, there is no limit inner piece 3 can be one to the quantity of inner piece 3, or multiple.When inner piece 3 is multiple
When, inner piece 3 can be bonded at the inner sidewall of all templates 2.
After having supported template 2, can in casting concrete space casting concrete, the at this time second end of built-in fitting 4
It can be cast in concrete, and the first end of built-in fitting 4 will not be cast in concrete.After concrete consolidation molding,
Template 2 can be dismantled, inner piece 3 can be pulled along the direction far from 4 second end of built-in fitting after the completion of template 2 is dismantled, due to
The second end of built-in fitting 4 is consolidated with concrete, and the first end of built-in fitting 4 is plugged in inner piece 3, therefore can be light
Easy disassembles inner piece 3 without damaging concrete component.
Compared with prior art, the built-in fitting 4 in concrete component constructing device provided in this embodiment is in being plugged on
It on backing member 3, therefore does not need to drill in template 2, and then template 2 will not be damaged, the rigidity of template 2 will not be reduced.And by
In not needing to drill in template 2, therefore during making template 2 or preparing template 2 at the construction field (site), can be promoted
Working efficiency.The present embodiment can also avoid gap stream of the cement slurry in concrete between embedded bar 1 and template 2
Out.
Compared with the prior art, concrete component constructing device provided in this embodiment is that built-in fitting 4 is plugged on liner
On part 3, therefore when dismantling inner piece 3, inner piece 3 can be pulled, is detached from inner piece 3 and built-in fitting 4, and then can be to prevent
Only template 2 deforms and damages molded concrete.
Compared with prior art, be not necessary to before casting concrete will be in embedded bar 1 and template 2 for the present embodiment
Gap between preformed hole is sealed with glue, and then can save material, further lifting construction efficiency.
Therefore, concrete component constructing device provided in this embodiment improves that prior art working efficiency is low, easy damaged
Template 2, the quality for influencing concrete and the problem for causing 2 demolishing process of template more difficult.
Further, as illustrated in figs. 2 through 8, built-in fitting 4 may include steel fibre.
In practical applications, the quantity of steel fibre can be determined according to the quantity of embedded bar 1 in the prior art.Into one
Step, the quantity of steel fibre can be it is multiple, the cross-sectional area summation of multiple steel fibres can be equal to multiple in the prior art
The cross-sectional area summation of embedded bar 1, steel fibre has anti-shearing energy identical with embedded bar 1 in the prior art at this time
Power and tensile resistance.
Wherein, the cross-sectional area summation of multiple steel fibres is equal to the cross section face of multiple embedded bars 1 in the prior art
Product summation, it can be seen that the embedded bar 1 of the quantity of the steel fibre in the present embodiment than in the prior art it is more, because
The summation of the surface area of this multiple steel fibre is greater than the summation of the surface area of multiple embedded bars 1.With it is in the prior art pre-buried
Reinforcing bar 1 is compared, and the contact area of steel fibre and concrete provided in this embodiment is bigger, bonding between steel fibre and concrete
Power is bigger, and the stability between steel fibre and concrete is stronger.
Further, compared with the prior art, the steel fibre in the present embodiment is more, and the distribution of steel fibre more encrypts
Collection, and then be conducive to the stress transfer of concrete component, reduce the damage that concrete component is subject to.
Further to prevent the cement slurry in concrete from flowing out, the first end of steel fibre is being passed through the of inner piece 3
Two side faces and when being plugged on inner piece 3, can make the second end of steel fibre be located at the first side and second side of inner piece 3
Between.
In the actual construction process, can be first with the concrete component constructing device precast concrete, then it will be more
A prefabricated concrete component is placed at corresponding construction location according to construction drawing, in prefabricated concrete components multiple at this time
There is reserved space, cast-in-place concrete can be realized multiple pre- in above-mentioned reserved space between two adjacent concrete components
Docking between concrete component processed.
And for the prior art, when docking precast concrete, pre- between multiple precast concretes is left a blank
Between it is little when, due to embedded bar 1 have certain length and rigidity, be not easy to be directed at multiple prefabricated concrete components
Position, cause work progress have certain difficulty.
Compared with the prior art, steel fibre provided in this embodiment has preferable elasticity, therefore steel fibre is by light
It can still restore to stretch after micro- extrusion deformation, when between two concrete components adjacent in multiple prefabricated concrete components
When reserved space relatively narrower, steel fibre influences the process for placing precast concrete smaller.As can be seen that the present embodiment mentions
The concrete component of confession also helps the construction of the precast concrete at narrow location.
The shape of built-in fitting 4 is there are many selection, and as Figure 2-3, the shape of built-in fitting 4 can be waveform.Such as Fig. 5 institute
Showing, built-in fitting 4 can also include first segment, second segment and third section, and the first segment and third section of built-in fitting 4 are linear type,
The second segment of built-in fitting 4 is arch, and first segment, second segment and the third section of built-in fitting 4 are sequentially connected so that built-in fitting 4 is item
Shape.
In practical applications, built-in fitting 4 can be the steel fibre using cold drawn wire method or the production of cold-rolling strip steel shearing method,
The tensile strength of steel fibre can be more than or equal to 600MPa.
Further, also there is no limit the first ends of, the preferred built-in fitting 4 of the present embodiment to second end for the length of built-in fitting 4
Between linear distance be 30~100mm.
Wherein, there is no limit can be polygon to the shape of the cross section of built-in fitting 4, or round.The present embodiment
It is preferred that the shape of the cross section of built-in fitting 4 is circle, wherein the diameter of the cross section of built-in fitting 4 can be more than or equal to
0.6mm。
In the present embodiment, release agent can be coated in the second side of inner piece 3.Due to the second side of inner piece 3
It can contact with cast-in-place concrete, therefore may bond together with inner piece 3 after concrete formation.The of inner piece 3
Release agent is smeared on two side faces can reduce the frictional resistance between concrete and inner piece 3, and then can more easily pull
Inner piece 3 separates inner piece 3 with built-in fitting 4.
Wherein, inner piece 3 can be made of flexible soft material, therefore steel fibre is being plugged on inner piece 3
When upper, due to the elastic restitution of inner piece 3 itself, sealing effect, Jin Erke can be carried between steel fibre and inner piece 3
To prevent the cement slurry in concrete from flowing out from the gap between inner piece 3 and steel fibre.
Further, inner piece 3 may include cystosepiment, and inner piece 3 can also include silica gel plate.Since steel fibre is easier to
In being plugged on cystosepiment, therefore the present embodiment preferred liner part 3 includes cystosepiment.
Wherein, inner piece 3 can surround annular, surround the accommodation space of the formation of inner piece 3 of annular for accommodating and propping up
Support cast-in-place concrete, therefore the intensity that inner piece 3 needs to have certain.The density of the present embodiment preferred liner part 3 be 16~
20kg/m3。
Wherein, arrangement form of the steel fibre on inner piece 3 can there are many selections, as shown in figure 4, the arrangement of steel fibre
Form can be rectangular arrangement, as shown in fig. 7, the arrangement form of steel fibre can also be quincuncial arrangement.
Embodiment two:
As shown in figure 9, the concrete component in concrete component construction method Application Example one provided in this embodiment
Constructing device, comprising:
It is implanted into built-in fitting: the first end of built-in fitting being passed through to the second side of inner piece, is implanted on inner piece；
Secure liner part: the inner piece for being implanted with built-in fitting is fixed on at casting concrete position, and makes built-in fitting
Second end is located in the space of casting concrete；
Support shuttering: in the first side outer support template of inner piece, and make inner piece first side and template it is interior
Side wall fitting.
In practice of construction, release agent can be first smeared in the second side of inner piece, then by the first end of built-in fitting
Second side across inner piece is implanted on inner piece, then inner piece is fixed on at casting concrete position, while being made pre-
The second end of embedded part is located in the space of casting concrete.It then can be in the first side outer support template of inner piece, mould
Plate can prevent inner piece from collapsing under the pressure of cast-in-place concrete.
Further, as shown in figure 9, concrete component construction method provided in this embodiment can also include:
Casting concrete: erectting remaining multiple template around to casting concrete position, and makes its multiple complementary modul
Plate and the template being bonded with inner piece successively abut and surround annular, to form the space to casting concrete, then to wait pour
Casting concrete in the space of concrete；
Disassembly template: after concrete consolidates and reaches intensity requirement, template is disassembled；
It dismantles inner piece: after the completion of template disassembly, inner piece is pulled along the direction far from built-in fitting second end, so that liner
Part is separated with the first end of built-in fitting.
It in practical applications, can be to the week at casting concrete position after the good template being bonded with inner piece of support
It encloses and erects remaining multiple template, wherein release agent can also be coated in remaining multiple template.All templates are successively abutted and enclosed
After circularizing, the second end of built-in fitting can be fixed in concrete after concrete consolidation molding with casting concrete.
After concrete consolidation molding, the template outside inner piece first side can be disassembled, then along far from pre-buried
The direction of part second end pulls inner piece.
Wherein, due in the work progress of the present embodiment Application Example one provide concrete component constructing device, because
The concrete component constructing device that this concrete component construction method provided in this embodiment can be provided with embodiment one solves
Identical technical problem reaches identical technical effect.
As can be seen that concrete component construction method provided in this embodiment can equally improve prior art working efficiency
Low, easy damaged template, the quality for influencing concrete and the technical problem for causing form removable process more difficult.
Finally, it should be noted that embodiment described above, only a specific embodiment of the invention, to illustrate the present invention
Technical solution, rather than its limitations, scope of protection of the present invention is not limited thereto, although with reference to the foregoing embodiments to this hair
It is bright to be described in detail, those skilled in the art should understand that: anyone skilled in the art
In the technical scope disclosed by the present invention, it can still modify to technical solution documented by previous embodiment or can be light
It is readily conceivable that variation or equivalent replacement of some of the technical features；And these modifications, variation or replacement, do not make
The essence of corresponding technical solution is detached from the spirit and scope of technical solution of the embodiment of the present invention, should all cover in protection of the invention
Within the scope of.Therefore, protection scope of the present invention should be based on the protection scope of the described claims.
Claims (10)
1. a kind of concrete component constructing device, which is characterized in that including inner piece and built-in fitting；
The position of the inner piece is fixed, and the first side outer support of the inner piece has template, and the first of the inner piece
Side is bonded with the inner sidewall of template；
The built-in fitting be it is multiple, the second side that the first end of multiple built-in fittings both passes through the inner piece is plugged on institute
It states on inner piece, the second end of multiple built-in fittings is exposed to except the second side of the inner piece.
2. concrete component constructing device according to claim 1, which is characterized in that the built-in fitting includes steel fibre.
3. concrete component constructing device according to claim 2, which is characterized in that the shape of the built-in fitting is wave
Shape.
4. concrete component constructing device according to claim 2, which is characterized in that the built-in fitting include first segment,
Second segment and third section；
The first segment and third section of the built-in fitting are linear type, and the second segment of the built-in fitting is arch, the built-in fitting
First segment, second segment and third section be sequentially connected so that the built-in fitting be strip.
5. concrete component constructing device according to claim 2, which is characterized in that the first end of the built-in fitting to
Linear distance between two ends is 30~100mm.
6. concrete component constructing device according to claim 1, which is characterized in that in the second side of the inner piece
It is coated with release agent.
7. concrete component constructing device according to claim 1-6, which is characterized in that the inner piece includes
Cystosepiment.
8. concrete component constructing device according to claim 7, which is characterized in that the density of the inner piece be 16~
20kg/m3。
9. a kind of concrete component construction method, using concrete component constructing device of any of claims 1-8,
It is characterised by comprising:
It is implanted into built-in fitting: the first end of the built-in fitting being passed through to the second side of the inner piece, is implanted on the inner piece；
Secure liner part: the inner piece for being implanted with the built-in fitting is fixed on at casting concrete position, and is made described
The second end of built-in fitting is located in the space of casting concrete；
Support shuttering: in the first side outer support template of the inner piece, and make the first side and template of the inner piece
Inner sidewall fitting.
10. concrete component construction method according to claim 9, which is characterized in that further include:
Casting concrete: erectting remaining multiple template around to casting concrete position, and make remaining multiple template and
The template being bonded with inner piece successively abuts and surrounds annular, to form space to casting concrete, then to coagulation to be poured
Casting concrete in the space of soil；
Disassembly template: after concrete consolidates and reaches intensity requirement, template is disassembled；
It dismantles inner piece: after the completion of template disassembly, pulling the inner piece along the direction far from the built-in fitting second end, so that
The inner piece is separated with the first end of the built-in fitting.
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