CN107419897A - A kind of reinforcing mould of windowsill coping formwork - Google Patents
A kind of reinforcing mould of windowsill coping formwork Download PDFInfo
- Publication number
- CN107419897A CN107419897A CN201710848428.5A CN201710848428A CN107419897A CN 107419897 A CN107419897 A CN 107419897A CN 201710848428 A CN201710848428 A CN 201710848428A CN 107419897 A CN107419897 A CN 107419897A
- Authority
- CN
- China
- Prior art keywords
- montant
- nut
- screw arbor
- windowsill coping
- coping formwork
- 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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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 38
- 230000010485 coping Effects 0.000 title claims abstract description 34
- 238000009415 formwork Methods 0.000 title claims abstract description 34
- 238000004080 punching Methods 0.000 abstract description 7
- 230000001066 destructive effect Effects 0.000 abstract description 4
- 238000005096 rolling process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000004513 sizing Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 239000011435 rock Substances 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/068—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for window or door sills
Landscapes
- 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 invention discloses a kind of reinforcing mould of windowsill coping formwork, including the first montant and the second montant vertically set, and the connecting rod on the first montant top of connection and the second montant top, spacing between first montant and the second montant is bear down on one width and the thickness sum positioned at bear down on one two side templates and keel, through hole is offered in the side wall of first montant and the second montant, the height of two side through hole is identical, running through in two side through hole has Screw arbor with nut at both-ends, Screw arbor with nut at both-ends is horizontally disposed, Screw arbor with nut at both-ends is located at the top beared down on one, the Outboard Sections for being located at the first montant and the second montant in Screw arbor with nut at both-ends are provided with and tighten nut, when template is fixed, the lower inside of the first montant and the second montant steps up two anti-rolling chocks respectively.The reinforcing mould of the windowsill coping formwork efficiently solves has the problems such as destructive in lower blocks punching to building block.
Description
Technical field
The present invention relates to building implement technical field, more particularly to a kind of reinforcing mould of windowsill coping formwork.
Background technology
Ordinary residence largely uses shear wall structure, and internal partition wall is filled using air-entrained concrete building block, exterior window windowsill portion
Position is beared down on one using armored concrete, for example windowsill is beared down on one and beared down on one using 100 thickness with wide armored concrete with wall.Usual common mould
Plate is used to punch on lower blocks and reinforced with top using Screw arbor with nut at both-ends.
But certain destruction to building block be present in lower blocks punching, influence masonry impression quality, and holes blocking
Not in place hidden leakage defect to be present, efficiency of construction is relatively low.
In summary, how to efficiently solve and the problems such as destructive be present to building block in lower blocks punching, be current sheet
Art personnel's urgent problem.
The content of the invention
It is an object of the invention to provide a kind of reinforcing mould of windowsill coping formwork, the reinforcing mould of the windowsill coping formwork
Efficiently solve and the problems such as destructive be present to building block in lower blocks punching.
In order to solve the above technical problems, the present invention provides following technical scheme:
A kind of reinforcing mould of windowsill coping formwork, including the first montant and the second montant vertically set, with
And connect the connecting rod on the first montant top and the second montant top, first montant and second montant it
Between spacing be bear down on one width and the thickness sum positioned at bear down on one two side templates and the keel, first montant and described the
Through hole is offered in the side wall of two montants, the height of through hole is identical described in both sides, and running through in through hole described in both sides has to drawing spiral shell
Bar, the Screw arbor with nut at both-ends is horizontally disposed, and the Screw arbor with nut at both-ends is located at the top beared down on one, and is located at institute in the Screw arbor with nut at both-ends
The Outboard Sections for stating the first montant and second montant are provided with and tighten nut, and first erects described in when the template is fixed
The lower inside of bar and second montant steps up keel described in both sides respectively.
Preferably, the connecting rod is cross bar, and the both ends of the cross bar are individually fixed in first montant and described
The inner side of two montants, the length of the cross bar are equal to the spacing between first montant and second montant.
Preferably, between first montant and second montant be smaller than be equal to 400mm.
Preferably, the through hole is opened in a quarter opening position of first montant and the second montant height extremely
Half opening position.
Preferably, symmetrically offered in the side wall of the first montant described in the vertical direction and second montant multiple high
Spend the different through holes.
Preferably, be additionally provided between the cross bar and the Screw arbor with nut at both-ends it is identical and parallel with the cross bar specification in
Between bar.
Preferably, first montant and second montant with the connecting rod to be detachably connected.
Preferably, logical screw thread is offered in the whole length of the Screw arbor with nut at both-ends.
Preferably, first montant, second montant and the connecting rod are flitch, and by nail connect and
Into.
Preferably, the cross section rectangle of first montant, second montant and the cross bar, a length of 70-90mm are wide
For 40-60mm, a diameter of 13-15mm of the Screw arbor with nut at both-ends.
The reinforcing mould of windowsill coping formwork provided by the present invention, including the first montant and the second montant and connection
Bar, the first montant and the second montant are vertically set, and both are parallel to each other.In the side wall of first montant and the second montant
Through hole is offered, the height of two side through hole is identical, and size is identical, and axis overlaps, and two side through hole are symmetrical.Run through in two side through hole
Screw arbor with nut at both-ends is installed, Screw arbor with nut at both-ends is horizontally disposed, and Screw arbor with nut at both-ends is located at the top beared down on one, and is located on Screw arbor with nut at both-ends
The part in the outside of the first montant and the second montant, which is provided with, tightens nut, the first montant and the second montant when template is fixed
Lower inside step up two anti-rolling chocks respectively, template is fixed by tightening nut.
The reinforcing mould of windowsill coping formwork provided by the present invention is the special reinforcing mould of inverse u shape sizing, is being beared down on one
Top sets one of Screw arbor with nut at both-ends, uses concrete bracer inside coping formwork, can effectively control position and the reinforcing of mould
Effect, cancel the punching in building block and wear screw rod reinforcing, greatly reduce the influence to lower blocks damage, can effectively control
Bear down on one the Forming Quality of concrete, and it is easy for construction, efficiency of construction is high.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
The structural representation of the reinforcing mould for the windowsill coping formwork that Fig. 1 is provided for a kind of embodiment in the present invention
Figure;
Fig. 2 is to reinforce schematic diagram when mould reinforces windowsill coping formwork.
Marked in accompanying drawing as follows:
The montants of 1- first, the montants of 2- second, 3- cross bars, 4- Screw arbor with nut at both-ends, 5- keel, 6- templates, 7- building blocks, 8- bear down on one.
Embodiment
The core of the present invention is to provide a kind of reinforcing mould of windowsill coping formwork, the reinforcing mould of the windowsill coping formwork
Efficiently solve and the problems such as destructive be present to building block in lower blocks punching.
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
Fig. 1 and Fig. 2 are refer to, the windowsill coping formwork that Fig. 1 is provided for a kind of embodiment in the present invention adds
The structural representation of solid model tool;Fig. 2 is to reinforce schematic diagram when mould reinforces windowsill coping formwork.
In a kind of embodiment, the reinforcing mould of windowsill coping formwork provided by the present invention, including first is perpendicular
The montant 2 of bar 1 and second and connecting rod, the first montant 1 and the second montant 2 are vertically set, and both are parallel to each other.First
Through hole is offered in the side wall of the montant 2 of montant 1 and second, the height of two side through hole is identical, and size is identical, and axis overlaps, and two
Side through hole is symmetrical.Through Screw arbor with nut at both-ends 4 is provided with two side through hole, Screw arbor with nut at both-ends 4 is horizontally disposed, Screw arbor with nut at both-ends 4
Positioned at bear down on one 8 top, be provided with Screw arbor with nut at both-ends 4 positioned at the part in the outside of the first montant 1 and the second montant 2 and tighten spiral shell
Mother, when template 6 is fixed, the lower inside of the first montant 1 and the second montant 2 steps up two anti-rolling chocks 5 respectively, by tightening spiral shell
Mother fixes template 6.
Technological process is that masonry stands more days, such as seven days after the completion of building by laying bricks or stones, it is ensured that windowsill position masonry reaches certain strong
Degree, 8 reinforcing bar colligations of bearing down on one are completed and pass through examination;Carry out the preparations such as template 6, concrete bracer and absolute altitude control;Will
Template 6 is scheduled on the masonry of bottom according to absolute altitude, and outside reinforces mould and internal concrete using inverse u shape sizing is special
The common reinforcing template 6 of bracer, casting concrete after the completion of examination.
The reinforcing mould of windowsill coping formwork provided by the present invention is that inverse u shape is shaped special reinforcing mould, is bearing down on one 8
Top sets one of Screw arbor with nut at both-ends 4, and the inside of 8 template of bearing down on one 6 uses concrete bracer, can effectively control the position of mould and add
Gu effect, cancel the punching in building block 7 and wear screw rod reinforcing, greatly reduce the influence damaged lower blocks 7, can be effective
Control is beared down on one the Forming Qualities of 8 concrete, and it is easy for construction, efficiency of construction is high, simple in construction, easily operated.
The reinforcing mould of above-mentioned windowsill coping formwork is only a kind of preferred scheme, is specifically not limited thereto, basic herein
On can be made according to being actually needed with targetedly adjust, so as to obtain different embodiments, connecting rod be cross bar 3, horizontal stroke
The both ends of bar 3 are individually fixed in the inner side of the first montant 1 and the second montant 2, and vertical bar encases transverse bar, when stepping up template 6, no
Mould is reinforced in easy conquassation, is reinforced mould and is unlikely to deform.Between the length of cross bar 3 is equal between the first montant 1 and the second montant 2
Away from ensureing that the first montant 1 is identical with bottom spacing with the top spacing of the second montant 2, it is preferable to reinforce the stability of mould, reinforces
Template 6 is more firm.
On the basis of above-mentioned embodiment, those skilled in the art can be according to the difference of specific occasion, to window
The reinforcing mould of platform coping formwork carries out some changes, and being smaller than between the first montant 1 and the second montant 2 is equal to 400mm,
Spacing between first montant 1 and the second montant 2 according to bear down on one 8 width, the template 6 for 8 both sides of bearing down on one and the thickness of keel 5 are true
Fixed, specific spacing is unrestricted, can be depending on particular condition in use.It is all within the scope of the present invention.
Obviously, under the guidance of this thought, those skilled in the art can be according to the difference of specific occasion to above-mentioned
Embodiment carries out some changes, and through hole is opened in the bottom of the first montant 1 and the second montant 2, can be opened in first
The a quarter opening position of the height of 1 and second montant of montant 2 is to half opening position, for example is arranged at the first montant 1 and
At 1/3rd height of two montants 2, the bottom clamping force of the first montant 1 and the second montant 2 is larger, and intensity is larger, is easy to add
Solid model plate 6.
It is important to note that the reinforcing mould of windowsill coping formwork provided by the present invention be not intended to be limited to it is such a
Multiple highly different through holes are symmetrically offered in the side wall of situation, in the vertical direction the first montant 1 and the second montant 2, can
With the height and position according to the height for 8 concrete that bear down on one adjustment Screw arbor with nut at both-ends 4, ensure, expansion preferable to the fixed effect of template 6
The scope of application.The quantity of specific through hole is unrestricted, can be depending on particular condition in use.
For the reinforcing mould of the windowsill coping formwork in above-mentioned each embodiment, also set between cross bar 3 and Screw arbor with nut at both-ends 4
Intermediate bar is equipped with, the quantity of intermediate bar can be one, or more, intermediate bar is identical with the specification of cross bar 3, and and cross bar
3 is parallel, further reinforces mould, improves the stability for reinforcing mould.
In order to further optimize above-mentioned technical proposal, the first montant 1 and the second montant 2 with connecting rod to be detachably connected,
Convenient disassembly, the different connecting rod of length can be changed, bear down on one 8 suitable for different in width, the scope of application is wider, use side
Just.
It is provided by the present invention, in the case of other parts are immovable, offered in the whole length of Screw arbor with nut at both-ends 4 logical
Screw thread,, can be with adjusting nut in Screw arbor with nut at both-ends without changing Screw arbor with nut at both-ends 4 after connection pole length changes after connecting rod is changed
4 position, it is easy to use with suitable for the different spacing between the first montant 1 and the second montant 2, reduce cost.
On the basis of above-mentioned each specific embodiment, the first montant 1, the second montant 2 and connecting rod are flitch, build work
Ground flitch is more, and cost is relatively low, easy to process.First montant 1, the second montant 2 and connecting rod are formed by connecting by nail, and being can
Dismantling connection, it is readily disassembled;Easy to connect, bonding strength is higher, is not easy to rock.
Preferably, the cross section rectangle of the first montant 1, the second montant 2 and cross bar 3, arbitrary value between a length of 70-90mm,
Including endpoint value, for example it is 80mm.Arbitrary value between a width of 40-60mm, including endpoint value, for example be 50mm, Screw arbor with nut at both-ends 4
Arbitrary value between a diameter of 13-15mm, including endpoint value, for example be 14mm, the reinforcing mould of windowsill coping formwork is more solid,
It is hardly damaged.
In the description of the invention, it is necessary to which explanation, the upper and lower orientation for waiting instruction of term or position relationship is based on attached
Orientation or position relationship shown in figure, it is for only for ease of and describes the present invention and simplify description, rather than indicates or imply and be signified
Device or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the present invention
Limitation.
Each embodiment is described by the way of progressive in this specification, what each embodiment stressed be and other
The difference of embodiment, between each embodiment identical similar portion mutually referring to.
The foregoing description of the disclosed embodiments, professional and technical personnel in the field are enable to realize or using the present invention.
A variety of modifications to these embodiments will be apparent for those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, it is of the invention
The embodiments shown herein is not intended to be limited to, and is to fit to and principles disclosed herein and features of novelty phase one
The most wide scope caused.
Claims (10)
- A kind of 1. reinforcing mould of windowsill coping formwork, it is characterised in that including the first montant (1) for vertically setting and Second montant (2), and the connecting rod on connection the first montant (1) top and second montant (2) top, described first Spacing between montant (1) and second montant (2) for bear down on one (8) width with positioned at it is described bear down on one (8) two side templates (6) and Through hole, both sides institute are offered in the side wall of the thickness sum of keel (5), first montant (1) and second montant (2) It is identical to state the height of through hole, through there is Screw arbor with nut at both-ends (4) in through hole described in both sides, the Screw arbor with nut at both-ends (4) sets in the horizontal direction Put, the Screw arbor with nut at both-ends (4) is located at the top of (8) of bearing down on one, and is located at first montant (1) and institute in the Screw arbor with nut at both-ends (4) The Outboard Sections for stating the second montant (2) are provided with and tighten nut, when the template (6) by it is fixed when described in the first montant (1) and The lower inside of second montant (2) steps up keel described in both sides (5) respectively.
- 2. the reinforcing mould of windowsill coping formwork according to claim 1, it is characterised in that the connecting rod is cross bar (3), the both ends of the cross bar (3) are individually fixed in the inner side of first montant (1) and second montant (2), the horizontal stroke The length of bar (3) is equal to the spacing between first montant (1) and second montant (2).
- 3. the reinforcing mould of windowsill coping formwork according to claim 2, it is characterised in that first montant (1) and Being smaller than between second montant (2) is equal to 400mm.
- 4. the reinforcing mould of windowsill coping formwork according to claim 1, it is characterised in that the through hole is opened in described The a quarter opening position of the first montant (1) and second montant (2) height is to half opening position.
- 5. the reinforcing mould of windowsill coping formwork according to claim 4, it is characterised in that described in the vertical direction Multiple highly different through holes are symmetrically offered in the side wall of one montant (1) and second montant (2).
- 6. the reinforcing mould of windowsill coping formwork according to claim 1, it is characterised in that the cross bar (3) with it is described The intermediate bar identical and parallel with the cross bar (3) specification is additionally provided between Screw arbor with nut at both-ends (4).
- 7. the reinforcing mould of the windowsill coping formwork according to claim any one of 1-6, it is characterised in that described first is perpendicular Bar (1) and second montant (2) are with the connecting rod to be detachably connected.
- 8. the reinforcing mould of windowsill coping formwork according to claim 7, it is characterised in that the Screw arbor with nut at both-ends (4) Logical screw thread is offered in whole length.
- 9. the reinforcing mould of windowsill coping formwork according to claim 7, it is characterised in that first montant (1), institute It is flitch to state the second montant (2) and the connecting rod, and is formed by connecting by nail.
- 10. the reinforcing mould of windowsill coping formwork according to claim 9, it is characterised in that first montant (1), Second montant (2) and the cross section rectangle of the cross bar (3), a length of 70-90mm, a width of 40-60mm, the Screw arbor with nut at both-ends (4) a diameter of 13-15mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710848428.5A CN107419897B (en) | 2017-09-19 | 2017-09-19 | Reinforcing die for windowsill coping template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710848428.5A CN107419897B (en) | 2017-09-19 | 2017-09-19 | Reinforcing die for windowsill coping template |
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Publication Number | Publication Date |
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CN107419897A true CN107419897A (en) | 2017-12-01 |
CN107419897B CN107419897B (en) | 2024-01-26 |
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CN201710848428.5A Active CN107419897B (en) | 2017-09-19 | 2017-09-19 | Reinforcing die for windowsill coping template |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110206301A (en) * | 2019-05-30 | 2019-09-06 | 五冶集团上海有限公司 | Cast-in-place outside window sill coping formwork is reinforced and the construction method of slope control |
CN111980401A (en) * | 2020-07-22 | 2020-11-24 | 中建八局第四建设有限公司 | Construction method of U-shaped rib reinforced windowsill coping template |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001053624A1 (en) * | 1998-07-16 | 2001-07-26 | Serge Wrobleski | Method for constructing a building,, structural block, window lintel and support for implementing said method |
KR20100112820A (en) * | 2009-04-10 | 2010-10-20 | 오경근 | Supporting structure of slab form |
CN102505762A (en) * | 2011-11-22 | 2012-06-20 | 龙信建设集团有限公司 | Sand aerated concrete heat-insulation block outer wall outer heat-insulation system and construction method thereof |
CN103161309A (en) * | 2011-12-13 | 2013-06-19 | 永升建设集团有限公司 | Narrow deformation joint inner side template installation and construction method |
CN203701585U (en) * | 2013-11-12 | 2014-07-09 | 中建三局建设工程股份有限公司 | Adjustable concrete beam side mold tool type keel |
CN105133830A (en) * | 2015-08-24 | 2015-12-09 | 中国建筑第八工程局有限公司 | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction |
-
2017
- 2017-09-19 CN CN201710848428.5A patent/CN107419897B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001053624A1 (en) * | 1998-07-16 | 2001-07-26 | Serge Wrobleski | Method for constructing a building,, structural block, window lintel and support for implementing said method |
KR20100112820A (en) * | 2009-04-10 | 2010-10-20 | 오경근 | Supporting structure of slab form |
CN102505762A (en) * | 2011-11-22 | 2012-06-20 | 龙信建设集团有限公司 | Sand aerated concrete heat-insulation block outer wall outer heat-insulation system and construction method thereof |
CN103161309A (en) * | 2011-12-13 | 2013-06-19 | 永升建设集团有限公司 | Narrow deformation joint inner side template installation and construction method |
CN203701585U (en) * | 2013-11-12 | 2014-07-09 | 中建三局建设工程股份有限公司 | Adjustable concrete beam side mold tool type keel |
CN105133830A (en) * | 2015-08-24 | 2015-12-09 | 中国建筑第八工程局有限公司 | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110206301A (en) * | 2019-05-30 | 2019-09-06 | 五冶集团上海有限公司 | Cast-in-place outside window sill coping formwork is reinforced and the construction method of slope control |
CN111980401A (en) * | 2020-07-22 | 2020-11-24 | 中建八局第四建设有限公司 | Construction method of U-shaped rib reinforced windowsill coping template |
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CN107419897B (en) | 2024-01-26 |
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