CN108060775A - External corner angle mould reinforcement means - Google Patents
External corner angle mould reinforcement means Download PDFInfo
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- CN108060775A CN108060775A CN201711242725.1A CN201711242725A CN108060775A CN 108060775 A CN108060775 A CN 108060775A CN 201711242725 A CN201711242725 A CN 201711242725A CN 108060775 A CN108060775 A CN 108060775A
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- external corner
- angle mould
- corner angle
- angle
- mould
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention proposes a kind of external corner angle mould reinforcement means, including：According to the angle of the corresponding external corner angle mould of the angle-determining of pouring structure external corner, external corner angle mould is processed according to the angle of the external corner angle mould；In the outside installation form support of the pouring structure external corner, and the external corner angle mould is installed between the shuttering supporting and the pouring structure external corner.Beneficial effects of the present invention are：It is constructed using external corner angle mould reinforcement means, gap can effectively be controlled between template, reduce external corner part spillage and voids and pits phenomenon, improve the impression quality of concrete；It is constructed using external corner angle mould reinforcement means, by setting external corner angle mould, increase the support force at external angle formwork position, increase the rigidity of template, more it is highly resistant to coagulation earth lateral pressure, the probability that external angle formwork deforms in concreting is reduced, improves the verticality of external corner part concrete and straight degree, effectively improves the concrete quality of building external corner part.
Description
Technical field
The present invention relates to technical field of civil, in particular to a kind of external corner angle mould reinforcement means.
Background technology
At present, external corner part is reinforced using general form bracing system, and template system external corner part is difficult to reinforce tight
It is close, it is susceptible between template compared with big gap, concrete mortar is leaked out between template gap, after form removable, external corner part
Concrete formation is second-rate, influences the impression quality of concrete；External corner part is reinforced using general form bracing system,
Since the rigidity of template in itself is poor, influenced in casting process be subject to coagulation earth lateral pressure, the template of external corner part is easy
It deforms or even misplaces, influence the verticality of external corner part concrete；External corner part is carried out using general form bracing system
The waste of concrete material is be easy to cause during reinforcing, in casting process, adds material cost and later stage repairing cost.
The content of the invention
In consideration of it, the present invention proposes a kind of external corner angle mould reinforcement means, it is intended to solve in the prior art external corner part into
Shape is poor, and the problem of waste of materials.
On one side, the present invention proposes a kind of external corner angle mould reinforcement means, including：According to the angle of pouring structure external corner
It determines the angle of corresponding external corner angle mould, external corner angle mould is processed according to the angle of the external corner angle mould；In pouring structure sun
The outside installation form support at angle, and the external corner angle mould is installed between the shuttering supporting and the pouring structure external corner.
Further, after installation is complete in the external corner angle mould, concreting is carried out to pour the pouring structure.
Further, after the completion of the pouring structure pours, the shuttering supporting and the external corner angle mould are removed.
Further, the angle of the external corner angle mould is identical with the angle of the pouring structure external corner.
Further, the angle of the external corner angle mould is more than or less than the angle of the pouring structure external corner.
Further, the external corner angle mould measures the vertical of the external corner angle mould after installation is complete by measuring device
Degree, when the verticality of the external corner angle mould does not meet preset condition, adjusts the verticality of the external corner angle mould.
Further, after the verticality adjustment of the external corner angle mould is completed, the shuttering supporting is reinforced, by the sun
Angle angle mould is fixed as one with the shuttering supporting.
Further, after the external corner angle mould and the shuttering supporting being fixed as one, the shuttering supporting is checked
Whether fixation, when the shuttering supporting is unsatisfactory for preset condition, adjust the shuttering supporting so that its meet it is described pre-
If condition.
Further, the shuttering supporting includes horizontal stupefied with perpendicular stupefied, is uniformly arranged on the outside of template, uses wherein the horizontal stroke is stupefied
With the fixation angle mould and the template；On the outside of the perpendicular stupefied template being uniformly arranged between adjacent two external corner, with the horizontal stroke
It is stupefied to be vertically arranged, to the fixation template.
Further, the external corner angle mould is a L-type plate, and the size of two extension plates of the L-type plate is identical.
Beneficial effects of the present invention are：It is constructed using external corner angle mould reinforcement means, gap can be effective between template
It is controlled, reduces external corner part spillage and voids and pits phenomenon, improve the impression quality of concrete；It is reinforced using external corner angle mould
Method is constructed, and by setting external corner angle mould, is increased the support force at external angle formwork position, is increased the rigidity of template, more can
Coagulation earth lateral pressure is effective against, reduces the probability that external angle formwork deforms in concreting, improves external corner part
The verticality of concrete and straight degree effectively improve the concrete quality of building external corner part.
On the other hand, external corner angle mould reinforcement means of the present invention is by setting external corner angle mould, the operation of external corner angle mould
It is convenient and efficient, construction in later period process is reduced, is saving material, while reducing cost, construction quality is also substantially increased and applies
Work efficiency rate.
Description of the drawings
By reading the detailed description of hereafter preferred embodiment, it is various other the advantages of and benefit it is common for this field
Technical staff will be apparent understanding.Attached drawing is only used for showing the purpose of preferred embodiment, and is not considered as to the present invention
Limitation.And throughout the drawings, the same reference numbers will be used to refer to the same parts.In the accompanying drawings：
Fig. 1 is external corner angle mould reinforcement means first pass figure of the embodiment of the present invention；
Fig. 2 is inner corner trim angle mould reinforcement means second flow chart of the embodiment of the present invention；
Fig. 3 is external corner angle mould the first cross-sectional view of reinforcement means of the embodiment of the present invention；
Fig. 4 is inner corner trim angle mould the second cross-sectional view of reinforcement means of the embodiment of the present invention；
Fig. 5 is the 3rd cross-sectional view of inner corner trim angle mould of embodiment of the present invention reinforcement means；
Fig. 6 is external corner angle mould the first Longitudinal cross section schematic of reinforcement means of the embodiment of the present invention；
Fig. 7 is inner corner trim angle mould the second Longitudinal cross section schematic of reinforcement means of the embodiment of the present invention.
Specific embodiment
The exemplary embodiment of the disclosure is more fully described below with reference to accompanying drawings.Although the disclosure is shown in attached drawing
Exemplary embodiment, it being understood, however, that may be realized in various forms the disclosure without should be by embodiments set forth here
It is limited.On the contrary, these embodiments are provided to facilitate a more thoroughly understanding of the present invention, and can be by the scope of the present disclosure
Completely it is communicated to those skilled in the art.It should be noted that in the case where there is no conflict, embodiment in the present invention and
Feature in embodiment can be mutually combined.The present invention will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
Embodiment one
As shown in fig.1, it is external corner angle mould reinforcement means first pass figure of the embodiment of the present invention.It is positive described in the present embodiment
The step of angle angle mould reinforcement means is：
S101 determines the angle of external corner angle mould；
S102 processes external corner angle mould according to the angle；
S103 installation forms support, and install external corner angle mould in the external corner part of shuttering supporting；
S104 carries out concreting；
Form removal support and external corner angle mould after the completion of S105 is poured.
Specifically, S101 determines the angle of external corner angle mould.Before starting to pour the pouring structure with external corner, first
The angle of external corner is determined, according to the angle of the angle-determining external corner angle mould 1 of external corner.In building design drawing carrying marked in
Among the structures such as beam, column, the wall 3 of external corner, after design drawing determines, the angle of external corner also determines therewith.In design drawing
In count the angle of each external corner, counted and arranged, so that identical external corner angle is carried out classification processing.
Specifically, S102 processes external corner angle mould according to the angle.Counting external corner all among design drawing
Afterwards, according to the angle of the external corner determined in design drawing, the angle of the external corner angle mould 1 corresponding to each external corner is determined.External corner
The angle of angle mould 1, with its to external corner angle it is consistent, in order to preferably pouring external corner after angle mould is fixed so that sun
Angle forming effect is more preferable.It is unified to make according to the external corner of sorted different angle after the angle-determining of external corner angle mould 1
It with the angle mould of the external corner of type, is made in order to produce in batches, improves work efficiency.
Specifically, S103 installation forms support, and install external corner angle mould in the external corner part of shuttering supporting.At external corner angle
After the angle-determining of mould 1 and the corresponding external corner angle mould 1 that completes, start installation form 2 and template 2 supports.Foundation
Design drawing after installing corresponding external angle formwork, at the position for the external corner that external corner angle mould 1 is located to adjacent two template 2, and leads to
It crosses template 2 to support, external angle formwork and external corner angle mould 1 is fixed together.Specifically, external corner angle mould 1 is adjacent mounted on external corner
The outside of two templates, 2 intersection, while two templates 2 are fastened on together to achieve the effect that preferably to fix two templates 2.External corner
The height of angle mould 1 is identical with the height of template 2, the thickness of angle mould, identical with perpendicular stupefied 4 thickness that template 2 supports, in order to mould
After the thickness of the fixed angle mould of the support of plate 2 or angle mould is less than or greater than perpendicular stupefied 4, by the way that individual angle mould is set to support, with solid
Determine external corner angle mould 1, it is made to be fixed as one with template 2.Shuttering supporting includes horizontal stupefied with erecting stupefied, and stupefied mould is uniformly arranged on wherein horizontal
On the outside of plate, to fixed angle mould and template；On the outside of the perpendicular stupefied template being uniformly arranged between adjacent two external corner, stupefied vertical set with horizontal
It puts, to fixed form.
Further, after installation is complete by external corner angle mould 1, the verticality of external corner angle mould 1 is measured by measuring device.
, it is necessary to which whether the verticality for measuring angle mould reaches design requirement after installation is complete angle mould, if vertical with design requirement
Spend it is consistent, when verticality does not meet design requirement or job specfication, adjust angle mould position or adjust template position
Put to adjust the position of angle mould, so that the verticality of angle mould meets the requirements.Measuring device can be surveyed with laser vertical degree
It measures the fine measuring instrument of instrument one kind or traditional verticality is measured by messenger wire.The verticality of external corner angle mould 1
After being measured, reinforcing template 2 supports, and external corner angle mould 1 and the support of template 2 are fixed as one.Meet in angle mould verticality
After design requirement, the support of template 2 and template 2 and the position of angle mould are adjusted, the reinforcing operation that template 2 supports is carried out, prevents
Only either angle mould loosening or gap because of fixation insecure two template 2 occurs in subsequent casting process, causes to pour effect
The problem of bad.When being separately provided angle mould fixing device, carry out the reinforcing operation of angle mould fixing device, by angle mould with
Template 2 is preferably fixed as one, and is fixed, has reached alternatively, angle mould fixing device is linked together with the support of template 2
Better fixed effect.Further, after then external corner angle mould 1 and the template 2 support being fixed as one, template 2 is checked
Whether the firmness of support meets preset condition and checks whether individual angle mould support is secured, prevents subsequent pour
In the process because it is fixed loosely due to cause to influence to pour happening for effect.Specifically, angle mould and shuttering supporting are fixed as one
After body, check shuttering supporting whether fixation, when shuttering supporting is unsatisfactory for preset condition, adjustment shuttering supporting so that its
Meet preset condition.After by bolt or other fixed forms, horizontal stupefied, perpendicular stupefied and angle mould fixing device is fixed,
According to design specification or construction requirement, check whether the shuttering supporting fixed can reach design requirement, if inspection result
Be unable to meet demand for shuttering supporting, then adjust shuttering supporting connection mode and the stupefied perpendicular stupefied placement position of each horizontal stroke or
It is stupefied and perpendicular stupefied to replace the higher horizontal stroke of intensity, so that shuttering supporting disclosure satisfy that demand, while also needs to what adjustment was separately provided
Angle mould supports.
Specifically, S104 carries out concreting.After all fixed work orders are completed, carry out concreting and apply
Work pours the structures such as the beam, column or wall 3 of building.
Specifically, form removal support and external corner angle mould after the completion of S105 is poured.After pouring work and completing, wait to mix
After solidifying soil solidification to some strength, form removal 2 supports, template 2 and external corner angle mould 1, the template 2 of dismounting is supported, mould
Plate 2 and external corner angle mould 1 are used for the construction working of the external corner of next equal angular.External corner angle mould 1 is reusable, so as to save
Cost of manufacture and construction cost, improve tool utilization.
The angle of external corner angle mould can be identical with the angle of external corner so that angle mould can be fitted in the template of external corner completely
On, so that two extension plates of angle mould and two template contacts, two templates are fixed together；Alternatively, the angle of external corner angle mould
Degree is more than or less than the angle of external corner, and angle mould is only required to two templates being fixed together, i.e., angle mould only needs
One side extension plate, which can block, to be set with template, and another extension plate, which can block, sets another adjacent template, external corner angle mould
Angle can make according to actual demand, so that the construction that the angle mould of same angle can be suitable for the external corner of more perspective is worked as
In.
It is understood that being constructed using above-mentioned external corner angle mould reinforcement means, the gap between template can be effective
It is controlled, reduces external corner part spillage and voids and pits phenomenon, improve the impression quality of concrete；It is reinforced using external corner angle mould
Method is constructed, and by setting external corner angle mould, is increased the support force at external angle formwork position, is increased the rigidity of template, more can
Coagulation earth lateral pressure is effective against, reduces the probability that external angle formwork deforms in concreting, improves external corner part
The verticality of concrete and straight degree effectively improve the concrete quality of building external corner part.
Embodiment two
As shown in fig.2, it is external corner angle mould reinforcement means second flow chart of the embodiment of the present invention.It is understood that
Above-mentioned external corner construction technology, is similarly applied among the construction of inner corner trim, and its Implement methodology is substantially the same.It is specific and
Speech, when constructing applied to inner corner trim the step of be：
S201 determines the angle of inner corner trim angle mould；
S202 processes inner corner trim angle mould according to the angle；
S203 installation forms support, and install inner corner trim angle mould in the internal corner part of shuttering supporting；
S204 carries out concreting；
Form removal support and inner corner trim angle mould after the completion of S205 is poured.
Specifically, S201 determines the angle of inner corner trim angle mould.Before starting to pour the pouring structure with inner corner trim, first
The angle of inner corner trim is determined, according to the angle of the angle-determining inner corner trim angle mould 6 of inner corner trim.In building design drawing carrying marked in
Among the structures such as beam, column, the wall 3 of inner corner trim, after design drawing determines, the angle of inner corner trim also determines therewith.In design drawing
In count the angle of each inner corner trim, counted and arranged, so that identical inner corner trim angle is carried out classification processing.
Specifically, S202 processes inner corner trim angle mould according to the angle.Counting inner corner trim all among design drawing
Afterwards, according to the angle of the inner corner trim determined in design drawing, the angle of the inner corner trim angle mould 6 corresponding to each inner corner trim is determined.Inner corner trim
The angle of angle mould 6, with its to inner corner trim angle it is consistent, in order to preferably pouring inner corner trim after angle mould is fixed so that cloudy
Angle forming effect is more preferable.It is unified to make according to the inner corner trim of sorted different angle after the angle-determining of inner corner trim angle mould 6
It with the angle mould of the inner corner trim of type, is made in order to produce in batches, improves work efficiency.
Specifically, S203 installation forms support, and install inner corner trim angle mould in the internal corner part of shuttering supporting.At inner corner trim angle
After the angle-determining of mould 6 and the corresponding inner corner trim angle mould 6 that completes, start installation form 2 and template 2 supports.Foundation
Design drawing after installing corresponding internal corner formwork, at the position for the inner corner trim that inner corner trim angle mould 6 is located to adjacent two template 2, and leads to
It crosses template 2 to support, internal corner formwork and inner corner trim angle mould 6 is fixed together.Specifically, inner corner trim angle mould 6 is adjacent mounted on inner corner trim
The outside of two templates, 2 intersection, while two templates 2 are fastened on together to achieve the effect that preferably to fix two templates 2.Inner corner trim
The height of angle mould 6 is identical with the height of template 2, the thickness of angle mould, identical with perpendicular stupefied 4 thickness that template 2 supports, in order to mould
After the thickness of the fixed angle mould of the support of plate 2 or angle mould is less than or greater than perpendicular stupefied 4, by the way that individual angle mould is set to support, with solid
Determine inner corner trim angle mould 6, it is made to be fixed as one with template 2.Shuttering supporting includes horizontal stupefied with erecting stupefied, and stupefied mould is uniformly arranged on wherein horizontal
On the outside of plate, to fixed angle mould and template；On the outside of the perpendicular stupefied template being uniformly arranged between adjacent two external corner, stupefied vertical set with horizontal
It puts, to fixed form.
Further, after installation is complete by inner corner trim angle mould 6, the verticality of inner corner trim angle mould 6 is measured by measuring device.
, it is necessary to which whether the verticality for measuring angle mould reaches design requirement after installation is complete angle mould, if vertical with design requirement
Spend it is consistent, when verticality does not meet design requirement or job specfication, adjust angle mould position or adjust template position
Put to adjust the position of angle mould, so that the verticality of angle mould meets the requirements.Measuring device can be surveyed with laser vertical degree
It measures the fine measuring instrument of instrument one kind or traditional verticality is measured by messenger wire.The verticality of inner corner trim angle mould 6
After being measured, reinforcing template 2 supports, and inner corner trim angle mould 6 and the support of template 2 are fixed as one.Meet in angle mould verticality
After design requirement, the support of template 2 and template 2 and the position of angle mould are adjusted, the reinforcing operation that template 2 supports is carried out, prevents
Only either angle mould loosening or gap because of fixation insecure two template 2 occurs in subsequent casting process, causes to pour effect
The problem of bad.When being separately provided angle mould fixing device, carry out the reinforcing operation of angle mould fixing device, by angle mould with
Template 2 is preferably fixed as one, and is fixed, has reached alternatively, angle mould fixing device is linked together with the support of template 2
Better fixed effect.Further, after then inner corner trim angle mould 6 and the template 2 support being fixed as one, template 2 is checked
Whether the firmness of support meets preset condition and checks whether individual angle mould support is secured, prevents subsequent pour
In the process because it is fixed loosely due to cause to influence to pour happening for effect.Specifically, angle mould and shuttering supporting are fixed as one
After body, check shuttering supporting whether fixation, when shuttering supporting is unsatisfactory for preset condition, adjustment shuttering supporting so that its
Meet preset condition.After by bolt or other fixed forms, horizontal stupefied, perpendicular stupefied and angle mould fixing device is fixed,
According to design specification or construction requirement, check whether the shuttering supporting fixed can reach design requirement, if inspection result
Be unable to meet demand for shuttering supporting, then adjust shuttering supporting connection mode and the stupefied perpendicular stupefied placement position of each horizontal stroke or
It is stupefied and perpendicular stupefied to replace the higher horizontal stroke of intensity, so that shuttering supporting disclosure satisfy that demand, while also needs to what adjustment was separately provided
Angle mould supports.
Specifically, S204 carries out concreting.After all fixed work orders are completed, carry out concreting and apply
Work pours the structures such as the beam, column or wall 3 of building.
Specifically, form removal support and inner corner trim angle mould after the completion of S205 is poured.After pouring work and completing, wait to mix
After solidifying soil solidification to some strength, form removal 2 supports, template 2 and inner corner trim angle mould 6, the template 2 of dismounting is supported, mould
Plate 2 and inner corner trim angle mould 6 are used for the construction working of the inner corner trim of next equal angular.Inner corner trim angle mould 6 is reusable, so as to save
Cost of manufacture and construction cost, improve tool utilization.
The angle of inner corner trim angle mould 6 can be identical with the angle of inner corner trim so that angle mould can be fitted in the template 2 of inner corner trim completely
On, so that two extension plates of angle mould are contacted with two templates 2, two templates are fixed together；Alternatively, inner corner trim angle mould 6
Angle is more than or less than the angle of inner corner trim, and angle mould is only required to two templates 2 being fixed together, i.e., angle mould only needs
There is one side extension plate that can block to set with template, another extension plate, which can block, sets another adjacent template 2, inner corner trim angle mould
6 angle can make according to actual demand, so that the angle mould of same angle can be suitable for applying for the inner corner trim of more perspective
Among work.
It is understood that being constructed using above-mentioned inner corner trim angle mould reinforcement means, the gap between template can be effective
It is controlled, reduces internal corner part spillage and voids and pits phenomenon, improve the impression quality of concrete；It is reinforced using inner corner trim angle mould
Method is constructed, and by setting inner corner trim angle mould, is increased the support force at internal corner formwork position, is increased the rigidity of template, more can
Coagulation earth lateral pressure is effective against, reduces the probability that internal corner formwork deforms in concreting, improves internal corner part
The verticality of concrete and straight degree effectively improve the concrete quality of building internal corner part.
Embodiment three
It is respectively external corner angle mould the first cross-sectional view of reinforcement means of the embodiment of the present invention with reference to shown in Fig. 3 and Fig. 6
With the first Longitudinal cross section schematic.Specifically, after external corner angle mould 1 completes, external angle formwork is set, and in external angle formwork
External corner position external corner angle mould 1 is set, and uniformly set in 2 side of template perpendicular stupefied 4 and horizontal stroke stupefied 5 with fixed form 2
With external corner angle mould 1.Template 2 is primarily used to form a blocking surface, and polylith template 2 cooperatively forms a hollow structure to pour coagulation
Soil forms the structures such as wall 3 or beam column.Perpendicular stupefied 4 is arranged in a crossed manner with horizontal stupefied 5, to fixed form 2；Horizontal stroke stupefied 5 is matched somebody with somebody with angle mould
It closes, to 2 external angle position of fixed form, the gap leakage concrete slurry for preventing adjacent two templates, 2 intersection location from being formed, so as to
Influence concrete construction effect.Specifically, external corner angle mould 1 is set to a L-type plate, one extension plate is made to be contacted with a template 2, it is another
Extension plate is contacted with another template 2, and two templates 2 are adjacent, and the width of two extension plates is equal, and width is perpendicular to two extension plate phases
The length of two extension plates of engagement edge.The width of two extension plates is 15-25cm.External corner angle mould 1 can be equilateral angle mould, also may be used
With inequilateral, the template 2 of fixed external angle position is only required to.
It is respectively the 3rd cross-sectional view of inner corner trim angle mould of embodiment of the present invention reinforcement technique with reference to shown in Fig. 5 and Fig. 7
With the second Longitudinal cross section schematic.Specifically, after inner corner trim angle mould 6 completes, internal corner formwork is set, and in internal corner formwork
Inner corner trim position inner corner trim angle mould 6 is set, and uniformly set in 2 side of template perpendicular stupefied 4 and horizontal stroke stupefied 5 with fixed form 2
With inner corner trim angle mould 6.Template 2 is primarily used to form a blocking surface, and polylith template 2 cooperatively forms a hollow structure to pour coagulation
Soil forms the structures such as wall 3 or beam column.Perpendicular stupefied 4 is arranged in a crossed manner with horizontal stupefied 5, to fixed form 2；Horizontal stroke stupefied 5 is matched somebody with somebody with angle mould
It closes, to 2 inner corner trim position of fixed form, the gap leakage concrete slurry for preventing adjacent two templates, 2 intersection location from being formed, so as to
Influence concrete construction effect.Specifically, inner corner trim angle mould 6 is set to a L-type plate, one extension plate is made to be contacted with a template 2, it is another
Extension plate is contacted with another template 2, and two templates 2 are adjacent, and the width of two extension plates is equal, and width is perpendicular to two extension plate phases
The length of two extension plates of engagement edge.The width of two extension plates is 15-25cm.Inner corner trim angle mould 6 can be equilateral angle mould, also may be used
With inequilateral, the template 2 of fixed inner corner trim position is only required to.
As shown in fig.4, it is inner corner trim angle mould the second cross-sectional view of reinforcement means of the embodiment of the present invention.It is specific and
Speech, by this method be applied to inner corner trim construct when, above-mentioned angle mould can also be a square structure 7, square structure 7 it is adjacent two
Adjacent two templates 2 of the side respectively with inner corner trim position are contacted and are bonded, preferably to block the gap of inner corner trim position；It is square
7 other two sides of structure contact respectively with horizontal stroke stupefied 5, are fixed square structure 7 by horizontal stroke stupefied 5.The height and template of square structure 7
2 is identical, and thickness is identical with perpendicular stupefied 4 thickness.Alternatively, can also individually install 7 fixing device of square structure additional, reach preferably solid
Determine effect.
It is understood that being constructed using above-mentioned inner corner trim angle mould reinforcement means, the gap between template can be effective
It is controlled, reduces internal corner part spillage and voids and pits phenomenon, improve the impression quality of concrete；It is reinforced using inner corner trim angle mould
Method is constructed, and by setting inner corner trim angle mould, is increased the support force at internal corner formwork position, is increased the rigidity of template, more can
Coagulation earth lateral pressure is effective against, reduces the probability that internal corner formwork deforms in concreting, improves internal corner part
The verticality of concrete and straight degree effectively improve the concrete quality of building internal corner part.
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art
God and scope.In this way, if these modifications and changes of the present invention belongs to the scope of the claims in the present invention and its equivalent technologies
Within, then the present invention is also intended to comprising including these modification and variations.
Claims (10)
1. a kind of external corner angle mould reinforcement means, which is characterized in that including：
According to the angle of the corresponding external corner angle mould of the angle-determining of pouring structure external corner, processed according to the angle of the external corner angle mould
External corner angle mould；
In the outside installation form support of the pouring structure external corner, and the shuttering supporting and the pouring structure external corner it
Between the external corner angle mould is installed.
2. external corner angle mould reinforcement means according to claim 1, which is characterized in that the external corner angle mould installation is complete it
Afterwards, concreting is carried out to pour the pouring structure.
3. external corner angle mould reinforcement means according to claim 2, which is characterized in that pour completion in the pouring structure
Afterwards, the shuttering supporting and the external corner angle mould are removed.
4. external corner angle mould reinforcement means according to claim 3, which is characterized in that the angle of the external corner angle mould with it is described
The angle of pouring structure external corner is identical.
5. external corner angle mould reinforcement means according to claim 3, which is characterized in that the angle of the external corner angle mould be more than or
Less than the angle of the pouring structure external corner.
6. external corner angle mould reinforcement means according to claim 5, which is characterized in that the external corner angle mould installation is complete it
Afterwards, the verticality of the external corner angle mould is measured by measuring device, when the verticality of the external corner angle mould does not meet preset condition
When, adjust the verticality of the external corner angle mould.
7. external corner angle mould reinforcement means according to claim 6, which is characterized in that in the verticality tune of the external corner angle mould
After whole completion, the shuttering supporting is reinforced, the external corner angle mould is fixed as one with the shuttering supporting.
8. external corner angle mould reinforcement means according to claim 7, which is characterized in that by the external corner angle mould and the template
Support be fixed as one after, check the shuttering supporting whether fixation, when the shuttering supporting is unsatisfactory for preset condition
When, the shuttering supporting is adjusted so that it meets the preset condition.
9. external corner angle mould reinforcement means according to claim 8, which is characterized in that the shuttering supporting include it is horizontal it is stupefied with it is perpendicular
It is stupefied, it is uniformly arranged on wherein the horizontal stroke is stupefied on the outside of template, to the fixation angle mould and the template；It is described to erect stupefied uniform row
It is listed on the outside of template between adjacent two external corner, and the horizontal stroke is stupefied is vertically arranged, to the fixation template.
10. according to claim 1-9 any one of them external corner angle mould reinforcement means, which is characterized in that the external corner angle mould is
One L-type plate, the size of two extension plates of the L-type plate are identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711242725.1A CN108060775A (en) | 2017-11-30 | 2017-11-30 | External corner angle mould reinforcement means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711242725.1A CN108060775A (en) | 2017-11-30 | 2017-11-30 | External corner angle mould reinforcement means |
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| Publication Number | Publication Date |
|---|---|
| CN108060775A true CN108060775A (en) | 2018-05-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711242725.1A Pending CN108060775A (en) | 2017-11-30 | 2017-11-30 | External corner angle mould reinforcement means |
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| CN (1) | CN108060775A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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