CN107419897B - Reinforcing die for windowsill coping template - Google Patents
Reinforcing die for windowsill coping template Download PDFInfo
- Publication number
- CN107419897B CN107419897B CN201710848428.5A CN201710848428A CN107419897B CN 107419897 B CN107419897 B CN 107419897B CN 201710848428 A CN201710848428 A CN 201710848428A CN 107419897 B CN107419897 B CN 107419897B
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- China
- Prior art keywords
- vertical rod
- montant
- rod
- coping
- vertical
- 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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- 230000010485 coping Effects 0.000 title claims abstract description 45
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 43
- 239000012634 fragment Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 4
- 238000004080 punching Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects 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
- 238000007493 shaping process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood 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 reinforcing die for a sill coping template, which comprises a first vertical rod, a second vertical rod and a connecting rod, wherein the first vertical rod and the second vertical rod are arranged along the vertical direction, the connecting rod is connected with the upper parts of the first vertical rod and the second vertical rod, the distance between the first vertical rod and the second vertical rod is the sum of the coping width and the thickness of the template and the keel positioned at the two sides of the coping, through holes are formed in the side walls of the first vertical rod and the second vertical rod, the heights of the through holes at the two sides are the same, counter-pulling screws penetrate through the through holes at the two sides, the counter-pulling screws are arranged along the horizontal direction, the counter-pulling screws are positioned at the top of the coping, tightening nuts are arranged at the outer parts of the counter-pulling screws positioned at the first vertical rod and the second vertical rod, and when the template is fixed, the two-side keels are respectively tightened at the inner lower parts of the first vertical rod and the second vertical rod. The reinforcing die of the sill coping template effectively solves the problem that the lower building block is perforated to damage the building block.
Description
Technical Field
The invention relates to the technical field of building tools, in particular to a reinforcing die for a windowsill coping template.
Background
Most of common houses adopt shear wall structures, inner partition walls are filled with aerated concrete blocks, the windowsill parts of outer windows are pressed by reinforced concrete, for example, the windowsill is pressed by reinforced concrete with the thickness of 100 and the same width as the wall. Common forms are usually reinforced by using split screws for both the lower block and the top.
However, the lower building block is perforated to have certain damage to the building block, so that the quality of the impression of the building block is affected, and the hidden danger of leakage exists when the hole is not plugged in place, so that the construction efficiency is lower.
In summary, how to effectively solve the problem that the lower block is damaged by punching is a problem that needs to be solved by those skilled in the art.
Disclosure of Invention
The invention aims to provide a reinforcing die of a windowsill coping template, which effectively solves the problems of damage to building blocks and the like caused by punching of lower building blocks.
In order to solve the technical problems, the invention provides the following technical scheme:
the utility model provides a reinforcing mold of windowsill coping template, includes first montant and the second montant that set up along vertical direction, and connects first montant upper portion with the connecting rod on second montant upper portion, first montant with interval between the second montant is the coping width with be located the sum of the thickness of coping both sides template and fossil fragments, first montant with the through-hole has all been seted up on the lateral wall of second montant, both sides the height of through-hole is the same, both sides run through in the through-hole has the counter-pulling screw, the counter-pulling screw sets up along the horizontal direction, the counter-pulling screw is located the top of coping the counter-pulling screw is located first montant with the outside part of second montant is installed and is screwed up the nut, works as the template is by the inboard lower part of second montant respectively the both sides of tightening up fossil fragments.
Preferably, the connecting rod is a cross rod, two ends of the cross rod are respectively fixed on the inner sides of the first vertical rod and the second vertical rod, and the length of the cross rod is equal to the distance between the first vertical rod and the second vertical rod.
Preferably, the distance between the first vertical rod and the second vertical rod is less than or equal to 400mm.
Preferably, the through hole is formed from a quarter position to a half position of the heights of the first vertical rod and the second vertical rod.
Preferably, a plurality of through holes with different heights are symmetrically formed in the side walls of the first vertical rod and the second vertical rod in the vertical direction.
Preferably, an intermediate rod which has the same specification as the cross rod and is parallel to the cross rod is further arranged between the cross rod and the opposite-pulling screw rod.
Preferably, the first vertical rod and the second vertical rod are detachably connected with the connecting rod.
Preferably, the whole length of the opposite-pulling screw rod is provided with a through thread.
Preferably, the first vertical rod, the second vertical rod and the connecting rod are square, and are formed by connecting nails.
Preferably, the cross sections of the first vertical rod, the second vertical rod and the cross rod are rectangular, the length is 70-90mm, the width is 40-60mm, and the diameter of the opposite-pulling screw rod is 13-15mm.
The invention provides a reinforcing die for a windowsill coping template, which comprises a first vertical rod, a second vertical rod and a connecting rod, wherein the first vertical rod and the second vertical rod are arranged along the vertical direction and are parallel to each other. Through holes are formed in the side walls of the first vertical rod and the second vertical rod, the heights of the through holes on the two sides are the same, the sizes of the through holes are the same, the axes of the through holes are coincident, and the through holes on the two sides are symmetrical. The opposite-pulling screw rods are arranged in the through holes on the two sides in a penetrating manner, the opposite-pulling screw rods are arranged along the horizontal direction, the opposite-pulling screw rods are located at the top of the pressing top, the tightening nuts are arranged on the parts, located on the outer sides of the first vertical rods and the second vertical rods, of the opposite-pulling screw rods, and when the template is fixed, the two side keels are respectively tightened on the lower parts of the inner sides of the first vertical rods and the second vertical rods, and the template is fixed through the tightening nuts.
The reinforcing die of the windowsill coping template provided by the invention is an inverted U-shaped special reinforcing die, the coping top is provided with the opposite-pull screw rod, and the inside of the coping template is provided with the concrete supporting block, so that the position and the reinforcing effect of the die can be effectively controlled, the screw rod penetrating through holes in the building blocks is canceled for reinforcing, the influence on the damage of lower building blocks is greatly reduced, the forming quality of the coping concrete can be effectively controlled, and the windowsill coping template is convenient to construct and high in construction efficiency.
Drawings
In order to more clearly illustrate the embodiments of the invention or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic structural view of a reinforcing mold for a sill coping template according to an embodiment of the present invention;
fig. 2 is a schematic view of a reinforcing mold reinforcing a sill coping template.
The figures are marked as follows:
1-first vertical rod, 2-second vertical rod, 3-horizontal rod, 4-opposite-pulling screw rod, 5-keel, 6-template, 7-building block and 8-capping.
Detailed Description
The core of the invention is to provide a reinforcing die of a windowsill coping template, which effectively solves the problems of damage to building blocks and the like caused by punching of lower building blocks.
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Referring to fig. 1 and fig. 2, fig. 1 is a schematic structural diagram of a reinforcing mold of a sill coping template according to an embodiment of the present invention; fig. 2 is a schematic view of a reinforcing mold reinforcing a sill coping template.
In a specific embodiment, the reinforcing mold of the sill coping template provided by the invention comprises a first vertical rod 1, a second vertical rod 2 and a connecting rod, wherein the first vertical rod 1 and the second vertical rod 2 are arranged along the vertical direction and are parallel to each other. Through holes are formed in the side walls of the first vertical rod 1 and the second vertical rod 2, the heights of the through holes on the two sides are the same, the sizes of the through holes are the same, the axes of the through holes are coincident, and the through holes on the two sides are symmetrical. The opposite-pulling screw 4 is arranged in the through holes on the two sides in a penetrating way, the opposite-pulling screw 4 is arranged along the horizontal direction, the opposite-pulling screw 4 is positioned at the top of the pressing top 8, the tightening nuts are arranged on the parts, positioned on the outer sides of the first vertical rod 1 and the second vertical rod 2, of the opposite-pulling screw 4, when the template 6 is fixed, the two side keels 5 are respectively tightened on the lower parts of the inner sides of the first vertical rod 1 and the second vertical rod 2, and the template 6 is fixed through the tightening nuts.
The process flow is that the masonry stands for a plurality of days, such as seven days, after the masonry is built, the masonry at the windowsill part is ensured to reach a certain strength, and the binding of the pressing 8 steel bars is completed and the acceptance is passed; preparing the templates 6, the concrete supporting blocks, the elevation control and the like; and fixing the template 6 on the masonry at the lower part according to elevation, and pouring concrete after acceptance is completed by adopting the inverted U-shaped special shaping reinforcing die outside and the concrete supporting blocks inside to jointly reinforce the template 6.
The reinforcing die of the windowsill coping template provided by the invention is an inverted U-shaped special reinforcing die, the top of the coping 8 is provided with the opposite-pulling screw 4, and the inside of the coping 8 template 6 is provided with the concrete supporting block, so that the position and the reinforcing effect of the die can be effectively controlled, the screw penetrating holes on the building blocks 7 are eliminated for reinforcing, the damage to the lower building blocks 7 is greatly reduced, the forming quality of the coping 8 concrete can be effectively controlled, and the windowsill coping template is convenient to construct, high in construction efficiency, simple in structure and easy to operate.
The reinforcing mold of the sill coping template is only a preferable scheme, and is not particularly limited to the scheme, and the reinforcing mold can be adjusted in a targeted manner according to actual needs on the basis, so that different embodiments are obtained, the connecting rod is the cross rod 3, two ends of the cross rod 3 are respectively fixed on the inner sides of the first vertical rod 1 and the second vertical rod 2, the transverse rod is wrapped by the vertical rod, and the reinforcing mold is not easy to crush and deform when the template 6 is clamped. The length of the cross rod 3 is equal to the distance between the first vertical rod 1 and the second vertical rod 2, the upper distance and the lower distance of the first vertical rod 1 and the second vertical rod 2 are guaranteed to be the same, the stability of the reinforcing mold is good, and the reinforcing mold plate 6 is firmer.
Based on the above embodiment, a person skilled in the art may change the reinforcing mold of the window sill jacking mold according to different specific occasions, the distance between the first vertical rod 1 and the second vertical rod 2 is less than or equal to 400mm, the distance between the first vertical rod 1 and the second vertical rod 2 is determined according to the width of the jacking 8, the thicknesses of the mold plates 6 and the keels 5 on two sides of the jacking 8 are determined, and the specific distance is not limited and can be determined according to specific use conditions. Are within the scope of the present invention.
Obviously, under the guidance of this idea, the person skilled in the art can carry out a plurality of changes to the above-mentioned concrete implementation mode according to the difference of specific occasion, and the through-hole is seted up in the lower part of first montant 1 and second montant 2, can set up in the quarter position department to the half position department of first montant 1 and second montant 2 height, for example set up in the third height department of first montant 1 and second montant 2, and the lower part clamping force of first montant 1 and second montant 2 is great, and intensity is great, easily consolidates template 6.
It should be noted that the reinforcing mold of the sill coping template provided by the invention is not limited to the situation, and a plurality of through holes with different heights are symmetrically formed in the side walls of the first vertical rod 1 and the second vertical rod 2 in the vertical direction, so that the height position of the counter-pulling screw 4 can be adjusted according to the height of the coping 8 concrete, the fixing effect on the template 6 is better, and the application range is enlarged. The number of specific through holes is not limited and may be determined according to specific use cases.
For the reinforcing mould of the windowsill coping template in each embodiment, the middle rods are further arranged between the cross rods 3 and the opposite-pulling screw rods 4, the number of the middle rods can be one or more, the middle rods are identical to the specification of the cross rods 3 and are parallel to the cross rods 3, the reinforcing mould is further reinforced, and the stability of the reinforcing mould is improved.
In order to further optimize the technical scheme, the first vertical rod 1 and the second vertical rod 2 are detachably connected with the connecting rod, so that the connecting rod with different lengths can be replaced conveniently, the connecting rod is suitable for the pressing tops 8 with different widths, the application range is wider, and the use is more convenient.
According to the invention, under the condition that other parts are not changed, the whole length of the opposite-pulling screw 4 is provided with the through threads, after the connecting rod is replaced, the opposite-pulling screw 4 does not need to be replaced after the connecting rod is replaced, and the position of the nut on the opposite-pulling screw 4 can be adjusted, so that the opposite-pulling screw is suitable for different distances between the first vertical rod 1 and the second vertical rod 2, and is convenient to use and low in cost.
On the basis of the above-mentioned various embodiments, the first vertical rod 1, the second vertical rod 2 and the connecting rod are square, and the construction site wood Fang Jiaoduo is low in cost and convenient to process. The first vertical rod 1, the second vertical rod 2 and the connecting rod are connected through nails, so that the first vertical rod, the second vertical rod and the connecting rod are detachably connected and are easy to detach; the connection is convenient, the connection strength is higher, and the shaking is not easy.
Preferably, the cross-sectional rectangles of the first vertical bar 1, the second vertical bar 2 and the cross bar 3 are anywhere between 70-90mm long, including the end points, such as 80mm. The width is any value between 40 and 60mm, including the end point value, such as 50mm, and the diameter of the counter-pulling screw 4 is any value between 13 and 15mm, including the end point value, such as 14mm, and the reinforcing die of the windowsill coping template is firm and not easy to damage.
In the description of the present invention, it should be noted that the azimuth or positional relationship indicated by the terms upper, lower, etc. are based on the azimuth or positional relationship shown in the drawings, and are merely for convenience of describing the present invention and simplifying the description, and are not indicative or implying that the apparatus or element referred to must have a specific azimuth, be constructed and operated in a specific azimuth, and thus should not be construed as limiting the present invention.
In the present specification, each embodiment is described in a progressive manner, and each embodiment is mainly described in a different point from other embodiments, and identical and similar parts between the embodiments are all enough to refer to each other.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (7)
1. The utility model provides a reinforcing mold of windowsill coping template, its characterized in that, including first montant (1) and second montant (2) that set up along vertical direction, and connect first montant (1) upper portion with the connecting rod on second montant (2) upper portion, interval between first montant (1) and second montant (2) is coping (8) width and is located the sum of the thickness of coping (8) both sides template (6) and fossil fragments (5), through-hole has all been seted up on the lateral wall of first montant (1) with second montant (2), both sides the through-hole highly the same, both sides run through in the through-hole have to draw screw (4), to drawing screw (4) along the horizontal direction setting, to drawing screw (4) are located the top of coping (8) to drawing screw (4) are located first montant (1) with the outside part of second montant (2) is installed and is screwed down the nut, when template (6) is fixed in first montant (1) and second montant (3) both sides (2) are fixed in respectively the both sides (3) respectively the horizontal pole (3), the length of the cross rod (3) is equal to the distance between the first vertical rod (1) and the second vertical rod (2), an intermediate rod which is identical and parallel to the cross rod (3) in specification is further arranged between the cross rod (3) and the opposite-pulling screw rod (4), and the through hole is formed in the position from one quarter of the height of the first vertical rod (1) to one half of the height of the second vertical rod (2).
2. The reinforcing mold of a sill coping template according to claim 1, wherein a distance between the first vertical bar (1) and the second vertical bar (2) is 400mm or less.
3. The reinforcing mold of a sill coping template according to claim 1, wherein a plurality of through holes with different heights are symmetrically formed on the side walls of the first vertical rod (1) and the second vertical rod (2) in the vertical direction.
4. A reinforcing mould for a sill coping template according to any of claims 1-3, characterized in that said first (1) and said second (2) vertical bars are detachably connected to said connecting bars.
5. The reinforcing mold for sill coping templates according to claim 4, wherein the entire length of the counter-pulling screw (4) is threaded.
6. The reinforcing die of a sill coping template according to claim 4, wherein the first vertical bar (1), the second vertical bar (2) and the connecting bar are wood-square and are formed by connecting nails.
7. The reinforcing die of a sill coping template according to claim 6, wherein the cross section of the first vertical bar (1), the second vertical bar (2) and the cross bar (3) is rectangular, the length is 70-90mm, the width is 40-60mm, and the diameter of the counter-pulling screw (4) is 13-15mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107419897A CN107419897A (en) | 2017-12-01 |
| CN107419897B true CN107419897B (en) | 2024-01-26 |
Family
ID=60433613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710848428.5A Active CN107419897B (en) | 2017-09-19 | 2017-09-19 | Reinforcing die for windowsill coping template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107419897B (en) |
Families Citing this family (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107419897A (en) | 2017-12-01 |
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