CN204984096U - Windowsill structure - Google Patents
Windowsill structure Download PDFInfo
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- CN204984096U CN204984096U CN201520700902.6U CN201520700902U CN204984096U CN 204984096 U CN204984096 U CN 204984096U CN 201520700902 U CN201520700902 U CN 201520700902U CN 204984096 U CN204984096 U CN 204984096U
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- notch cuttype
- wall
- level step
- concrete
- auxiliary frame
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Abstract
The embodiment of the utility model discloses windowsill structure, include: wall body, notch cuttype concrete structure layer, coat of plaster, the vice frame of steel and middlings layer, notch cuttype concrete structure layer sets up in the wall body top, the bottom surface on notch cuttype concrete structure layer with wall connection, the vice frame setting of steel is in the step bottom surface top of one -level step, wherein, the step top surface of one -level step is higher than the bottom surface of the vice frame of steel, the coat of plaster sets up the wall body and notch cuttype concrete structure layer is close to the surface of indoor side, and the middlings layer sets up the wall body and notch cuttype concrete structure layer is close to the surface of outdoor side, wherein, the vice frame of steel with pass through between the step bottom surface of one -level step the coat of plaster is connected, the top surface height of coat of plaster with the top surface height of the vice frame of steel is the same. Through the embodiment of the utility model provides a solved the infiltration problem that the vice frame structure of current steel exists, and the big problem of depth of plastering.
Description
Technical field
The utility model relates to technical field of buildings, particularly relates to a kind of windowsill structure.
Background technology
Between floors, exterior window is ingredient indispensable in building, and usually, exterior window is installed fixing by steel auxiliary frame.
But, existing steel auxiliary frame structure is all in horizontally disposed usually, when rainy day or windowsill have ponding, water penetrates into indoor easily via the stuff up a crack of steel auxiliary frame, long infiltration can affect the use of building masonry wall, shorten the application life of body of wall, and there is serious potential safety hazard.And existing steel auxiliary frame, when being connected with wall body structure, existing larger spacing, making indoor depth of plastering comparatively large, causing the unnecessary waste of material.
Utility model content
The utility model embodiment provides a kind of windowsill structure, to solve the seepage problem that existing steel auxiliary frame structure exists, and the problem that depth of plastering is large.
In order to solve the problem, the utility model embodiment discloses a kind of windowsill structure, comprising: body of wall, notch cuttype concrete, floated coat, steel auxiliary frame and meal layer; Wherein, the end face of described notch cuttype concrete is the one-level step of notch cuttype;
Described notch cuttype concrete is arranged on above body of wall, the bottom surface of described notch cuttype concrete and described wall connecting;
Described steel auxiliary frame is arranged on above the bench floor of described one-level step; Wherein, the step end face of described one-level step is higher than the bottom surface of described steel auxiliary frame;
Described floated coat is arranged on described body of wall and the external surface of described notch cuttype concrete near indoor, and described meal layer is arranged on described body of wall and the external surface of described notch cuttype concrete near outside; Wherein, be connected by described floated coat between described steel auxiliary frame with the bench floor of described one-level step;
The apical side height of described floated coat is identical with the apical side height of described steel auxiliary frame.
Alternatively, described windowsill structure also comprises: nylon is swollen silk;
Described nylon is swollen, and silk runs through the setting of described steel auxiliary frame, floated coat, notch cuttype concrete and body of wall successively.
Alternatively, the step end face side disposed in the interior of described one-level step, the bench floor side disposed in the outdoor of described one-level step; Wherein, the step end face of described one-level step is in being horizontally disposed with, and the bench floor of described one-level step reduces gradually along direction, outside height, is inclined to set.
Alternatively, described windowsill structure also comprises: wall insulating layer and exterior wall topping;
Described wall insulating layer is arranged on the outside of described meal layer; Wherein, the end face of described wall insulating layer is parallel with the bench floor of described one-level step;
Described exterior wall topping is arranged on the outside of described wall insulating layer; Wherein, described exterior wall topping is made up of 1.2mm alkali resistant glass fibre open weave cloth, 4mm anticracking grout and exterior wall coating material.
Alternatively, the horizontal length of the step end face of described one-level step is 95mm, and the horizontal length of the bench floor of described one-level step is 105mm;
The thickness of described floated coat and described meal layer is 20mm.
The utility model embodiment has following beneficial effect:
Disclosed in the utility model embodiment, a kind of windowsill structure can comprise: body of wall, notch cuttype concrete, floated coat, steel auxiliary frame and meal layer; Wherein, the end face of described notch cuttype concrete is the one-level step of notch cuttype; Described notch cuttype concrete is arranged on above body of wall, the bottom surface of described notch cuttype concrete and described wall connecting; Described steel auxiliary frame is arranged on above the bench floor of described one-level step; Wherein, the step end face of described one-level step is higher than the bottom surface of described steel auxiliary frame; Described floated coat is arranged on described body of wall and the external surface of described notch cuttype concrete near indoor, and described meal layer is arranged on described body of wall and the external surface of described notch cuttype concrete near outside; Wherein, be connected by described floated coat between described steel auxiliary frame with the bench floor of described one-level step; The apical side height of described floated coat is identical with the apical side height of described steel auxiliary frame.
Visible, in the utility model embodiment, because the notch cuttype concrete be connected with steel auxiliary frame is notch cuttype, and steel auxiliary frame is positioned at again the outside of the one-level step of described notch cuttype concrete, simultaneously, the bottom surface of steel auxiliary frame is lower than the step end face of described one-level step, effectively block the infiltration of the water of outside, enhance the watertightness of windowsill entirety
Further, the setting of the forge piece of step type structure of the end face of described notch cuttype concrete, reduces to know clearly the thickness of indoor plastering layer, facilitates the plastering construction of interior wall, saved cost, improve efficiency.
Accompanying drawing explanation
By reading hereafter detailed description of the preferred embodiment, various other advantage and benefit will become cheer and bright for those of ordinary skill in the art.Accompanying drawing only for illustrating the object of preferred embodiment, and is not thought restriction of the present utility model.And in whole accompanying drawing, represent identical parts by identical reference symbol.In the accompanying drawings:
Fig. 1 is the structural representation of a kind of windowsill structure in the utility model embodiment one;
Fig. 2 is the structural representation of a kind of windowsill structure in the utility model embodiment two;
Fig. 3 is the construction process figure of a kind of windowsill structure in the utility model embodiment three.
Detailed description of the invention
In description of the present utility model, except as otherwise noted, the implication of " multiple " is two or more; Term " on ", D score, "left", "right", " interior ", the orientation of the instruction such as " outward " or position relationship be based on orientation shown in the drawings or position relationship, only the utility model and simplified characterization for convenience of description, instead of the machine of instruction or hint indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.
In description of the present utility model, it should be noted that, unless otherwise clearly defined and limited, term " installation ", " being connected ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary.For the ordinary skill in the art, concrete condition the concrete meaning of above-mentioned term in the utility model can be understood.
Below in conjunction with drawings and Examples, detailed description of the invention of the present utility model is described in further detail.Following examples for illustration of the utility model, but are not used for limiting scope of the present utility model.
Hereinafter also describe the utility model in detail with reference to accompanying drawing in conjunction with the embodiments.It should be noted that, when not conflicting, the embodiment in the utility model and the feature in embodiment can combine mutually.Embodiment one
With reference to Fig. 1, show the structural representation of a kind of windowsill structure in the utility model embodiment one.In the present embodiment, described windowsill structure can comprise: comprising: body of wall 1, notch cuttype concrete 2, floated coat 3, steel auxiliary frame 4 and meal layer 5.
In the present embodiment, the end face of described notch cuttype concrete 2 is the one-level step 201 of notch cuttype.Wherein, described one-level step comprises two step surfaces: step end face 2011 and bench floor 2012.As shown in Figure 1, there is jump in step end face 2011 and bench floor 2012, and step end face 2011 is higher than bench floor 2012.
Described notch cuttype concrete 2 is arranged on above body of wall 1, and the bottom surface of described notch cuttype concrete 2 is connected with described body of wall 1.
Described steel auxiliary frame 4 is arranged on above the bench floor 2012 of described one-level step 201; Wherein, the step end face 2011 of described one-level step 201 higher than the bottom surface of described steel auxiliary frame 4, and then avoids the infiltration of outside ponding, improves the water resistance of windowsill structure.
Described floated coat 3 is arranged on described body of wall 1 and the external surface of described notch cuttype concrete 2 near indoor, and described meal layer 5 is arranged on described body of wall 1 and the external surface of described notch cuttype concrete 2 near outside.Wherein, the apical side height of described floated coat 3 is identical with the apical side height of described steel auxiliary frame 4.
In the present embodiment, between the bench floor 2012 of described steel auxiliary frame 4 and described one-level step 201, certain gap can be there is, be connected by described floated coat 3 between described steel auxiliary frame 4 and the bench floor 2012 of described one-level step 201.
In sum, a kind of windowsill structure described in the present embodiment can comprise: body of wall, notch cuttype concrete, floated coat, steel auxiliary frame and meal layer; Wherein, the end face of described notch cuttype concrete is the one-level step of notch cuttype; Described notch cuttype concrete is arranged on above body of wall, the bottom surface of described notch cuttype concrete and described wall connecting; Described steel auxiliary frame is arranged on above the bench floor of described one-level step; Wherein, the step end face of described one-level step is higher than the bottom surface of described steel auxiliary frame; Described floated coat is arranged on described body of wall and the external surface of described notch cuttype concrete near indoor, and described meal layer is arranged on described body of wall and the external surface of described notch cuttype concrete near outside; Wherein, be connected by described floated coat between described steel auxiliary frame with the bench floor of described one-level step; The apical side height of described floated coat is identical with the apical side height of described steel auxiliary frame.
Visible, in the present embodiment, because the notch cuttype concrete be connected with steel auxiliary frame is notch cuttype, and steel auxiliary frame is positioned at again the outside of the one-level step of described notch cuttype concrete, simultaneously, the bottom surface of steel auxiliary frame is lower than the step end face of described one-level step, effectively block the infiltration of the water of outside, enhance the watertightness of windowsill entirety
Further, the setting of the forge piece of step type structure of the end face of described notch cuttype concrete, reduces to know clearly the thickness of indoor plastering layer, facilitates the plastering construction of interior wall, saved cost, improve efficiency.
Embodiment two
With reference to Fig. 2, show the structural representation of a kind of windowsill structure in the utility model embodiment two.In the present embodiment, described windowsill structure can comprise: comprising: body of wall 1, notch cuttype concrete 2, floated coat 3, steel auxiliary frame 4 and meal layer 5.
In the present embodiment, the end face of described notch cuttype concrete 2 is the one-level step 201 of notch cuttype.Wherein, described one-level step comprises two step surfaces: step end face 2011 and bench floor 2012.As shown in Figure 2, there is jump in step end face 2011 and bench floor 2012, and step end face 2011 is higher than bench floor 2012.
Preferably, step end face 2011 side disposed in the interior of described one-level step 201, bench floor 2012 side disposed in the outdoor of described one-level step 201; Wherein, the step end face 2011 of described one-level step 201 is in being horizontally disposed with, the bench floor 2012 of described one-level step 201 reduces gradually along direction, outside height, is inclined to set, can the pouring in down a chimney of outside ponding in an efficient way, improves the water resistance of windowsill structure.
Described notch cuttype concrete 2 is arranged on above body of wall 1, and the bottom surface of described notch cuttype concrete 2 is connected with described body of wall 1.
Described steel auxiliary frame 4 is arranged on above the bench floor 2012 of described one-level step 201; Wherein, the step end face 2011 of described one-level step 201 higher than the bottom surface of described steel auxiliary frame 4, and then avoids the infiltration of outside ponding, improves the water resistance of windowsill structure.
Described floated coat 3 is arranged on described body of wall 1 and the external surface of described notch cuttype concrete 2 near indoor, and described meal layer 5 is arranged on described body of wall 1 and the external surface of described notch cuttype concrete 2 near outside.Wherein, the apical side height of described floated coat 3 is identical with the apical side height of described steel auxiliary frame 4.
In the present embodiment, between the bench floor 2012 of described steel auxiliary frame 4 and described one-level step 201, certain gap can be there is, be connected by described floated coat 3 between described steel auxiliary frame 4 and the bench floor 2012 of described one-level step 201.
In a preferred embodiment of the present utility model, described windowsill structure can also comprise: nylon is swollen silk 6.
As shown in Figure 2, the swollen silk of described nylon 6 runs through described steel auxiliary frame 4, floated coat 3, notch cuttype concrete 2 and body of wall 1 successively and arranges.Wherein, the swollen silk 6 of described nylon specification can but be not limited only to comprise: M8*80 (unit: mm).
In another preferred version of the present utility model, described windowsill structure can also comprise: wall insulating layer 7 and exterior wall topping 8.
As shown in Figure 2, described wall insulating layer 7 is arranged on the outside of described meal layer 5; Wherein, the end face of described wall insulating layer 7 is parallel with the bench floor 2012 of described one-level step 201.Described exterior wall topping is arranged on the outside of described wall insulating layer 7; Wherein, described exterior wall topping 7 can be made up of 1.2mm alkali resistant glass fibre open weave cloth, 4mm anticracking grout and exterior wall coating material.
It should be noted that, in the present embodiment, give the preferred size of part-structure, such as, the horizontal length of the step end face 2011 of described one-level step 201 can be 95mm, and the horizontal length of the bench floor 2012 of described one-level step 201 can be 105mm; The thickness of described floated coat 3 and described meal layer 4 is 20mm.Certainly, those skilled in the art should understand, the size of each structure in described windowsill structure is not limited in size above-mentioned in the present embodiment, and can select according to actual conditions, the present embodiment is not restricted this.
In sum, a kind of windowsill structure described in the present embodiment can comprise: body of wall, notch cuttype concrete, floated coat, steel auxiliary frame and meal layer; Wherein, the end face of described notch cuttype concrete is the one-level step of notch cuttype; Described notch cuttype concrete is arranged on above body of wall, the bottom surface of described notch cuttype concrete and described wall connecting; Described steel auxiliary frame is arranged on above the bench floor of described one-level step; Wherein, the step end face of described one-level step is higher than the bottom surface of described steel auxiliary frame; Described floated coat is arranged on described body of wall and the external surface of described notch cuttype concrete near indoor, and described meal layer is arranged on described body of wall and the external surface of described notch cuttype concrete near outside; Wherein, be connected by described floated coat between described steel auxiliary frame with the bench floor of described one-level step; The apical side height of described floated coat is identical with the apical side height of described steel auxiliary frame.
Visible, in the present embodiment, because the notch cuttype concrete be connected with steel auxiliary frame is notch cuttype, and steel auxiliary frame is positioned at again the outside of the one-level step of described notch cuttype concrete, simultaneously, the bottom surface of steel auxiliary frame is lower than the step end face of described one-level step, effectively block the infiltration of the water of outside, enhance the watertightness of windowsill entirety
Further, the setting of the forge piece of step type structure of the end face of described notch cuttype concrete, reduces to know clearly the thickness of indoor plastering layer, facilitates the plastering construction of interior wall, saved cost, improve efficiency.
In addition, the External Wall body of wall that arranges of wall insulating layer and exterior wall topping has carried out available protecting, extends the application life of outer wall body.
Embodiment three
In conjunction with above-described embodiment, the construction process that the present embodiment constructs for described windowsill, is described in detail to windowsill structure described in the utility model.With reference to Fig. 3, show the construction process figure of a kind of windowsill structure in the utility model embodiment three.
In conjunction with above-mentioned Fig. 1-Fig. 3, in the present embodiment, the construction process of described windowsill structure can comprise:
Step S302, by concreting above body of wall 1, obtains notch cuttype concrete 2.
In the present embodiment, the end face of described notch cuttype concrete 2 is the one-level step 201 of notch cuttype; Described one-level step 201 can comprise: step end face 2011 and bench floor 2012.
Preferably, described step S302 specifically can comprise: concreting above body of wall 1, be positioned at indoor with the step end face 2011 of the one-level step 201 making the notch cuttype concrete 2 after building, the bench floor 2012 of one-level step 201 is positioned at outside; And, making the step end face 2011 of one-level step 201 in being horizontally disposed with, making the bench floor 2012 of one-level step 201 reduce gradually along direction, outside height, be inclined to set.
Step S304, above the bench floor 2012 steel auxiliary frame 4 being arranged on described one-level step 201.
Wherein, the step end face 2011 of described one-level step 201 is higher than the bottom surface of described steel auxiliary frame 4.
Step S306, at described body of wall 1 and described notch cuttype concrete 2, the external surface near indoor brushes floated coat 3; And the external surface near outside brushes meal layer 5 at described body of wall 1 and described notch cuttype concrete 2.
In the present embodiment, be connected by described floated coat 3 between described steel auxiliary frame 4 and the bench floor 2012 of described one-level step 201; The apical side height of described floated coat 3 is identical with the apical side height of described steel auxiliary frame 4.
In a preferred version of the utility model embodiment, described construction process can also comprise:
Step S308, installs the swollen silk 6 of nylon.
Wherein, the nylon after installation is swollen, and silk 6 runs through described steel auxiliary frame 4, floated coat 3, notch cuttype concrete 2 and body of wall 1 successively.
In the another preferred version of the utility model embodiment, described construction process can also comprise:
Step S310, at described meal layer 5 arranged outside wall insulating layer 7.
Wherein, the end face of described wall insulating layer 7 is parallel with the bench floor 2012 of described one-level step 201.
Step S312, at described wall insulating layer 7 arranged outside exterior wall topping 8.
Wherein, described exterior wall topping 8 can be made up of 1.2mm alkali resistant glass fibre open weave cloth, 4mm anticracking grout and exterior wall coating material.
It should be noted that, in the present embodiment, give the preferred size of part-structure, such as, the horizontal length of the step end face 2011 of described one-level step 201 can be 95mm, and the horizontal length of the bench floor 2012 of described one-level step 201 can be 105mm; The thickness of described floated coat 3 and described meal layer 4 is 20mm.Certainly, those skilled in the art should understand, the size of each structure in described windowsill structure is not limited in size above-mentioned in the present embodiment, and can select according to actual conditions, the present embodiment is not restricted this.
Visible, in the present embodiment, because the notch cuttype concrete be connected with steel auxiliary frame is notch cuttype, and steel auxiliary frame is positioned at again the outside of the one-level step of described notch cuttype concrete, simultaneously, the bottom surface of steel auxiliary frame is lower than the step end face of described one-level step, effectively block the infiltration of the water of outside, enhance the watertightness of windowsill entirety
Further, the setting of the forge piece of step type structure of the end face of described notch cuttype concrete, reduces to know clearly the thickness of indoor plastering layer, facilitates the plastering construction of interior wall, saved cost, improve efficiency.
Last it is noted that above embodiment is only in order to illustrate the technical solution of the utility model, be not intended to limit; Although be described in detail the utility model with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of each embodiment technical scheme of the utility model.
Claims (5)
1. a windowsill structure, is characterized in that, comprising: body of wall, notch cuttype concrete, floated coat, steel auxiliary frame and meal layer; Wherein, the end face of described notch cuttype concrete is the one-level step of notch cuttype;
Described notch cuttype concrete is arranged on above body of wall, the bottom surface of described notch cuttype concrete and described wall connecting;
Described steel auxiliary frame is arranged on above the bench floor of described one-level step; Wherein, the step end face of described one-level step is higher than the bottom surface of described steel auxiliary frame;
Described floated coat is arranged on described body of wall and the external surface of described notch cuttype concrete near indoor, and described meal layer is arranged on described body of wall and the external surface of described notch cuttype concrete near outside; Wherein, be connected by described floated coat between described steel auxiliary frame with the bench floor of described one-level step;
The apical side height of described floated coat is identical with the apical side height of described steel auxiliary frame.
2. windowsill according to claim 1 structure, is characterized in that, also comprise: nylon is swollen silk;
Described nylon is swollen, and silk runs through the setting of described steel auxiliary frame, floated coat, notch cuttype concrete and body of wall successively.
3. windowsill structure according to claim 1, is characterized in that,
The step end face side disposed in the interior of described one-level step, the bench floor side disposed in the outdoor of described one-level step; Wherein, the step end face of described one-level step is in being horizontally disposed with, and the bench floor of described one-level step reduces gradually along direction, outside height, is inclined to set.
4. windowsill structure according to claim 3, is characterized in that, also comprise: wall insulating layer and exterior wall topping;
Described wall insulating layer is arranged on the outside of described meal layer; Wherein, the end face of described wall insulating layer is parallel with the bench floor of described one-level step;
Described exterior wall topping is arranged on the outside of described wall insulating layer; Wherein, described exterior wall topping is made up of 1.2mm alkali resistant glass fibre open weave cloth, 4mm anticracking grout and exterior wall coating material.
5. the windowsill structure according to any one of claim 1-4, is characterized in that,
The horizontal length of the step end face of described one-level step is 95mm, and the horizontal length of the bench floor of described one-level step is 105mm;
The thickness of described floated coat and described meal layer is 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520700902.6U CN204984096U (en) | 2015-09-10 | 2015-09-10 | Windowsill structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520700902.6U CN204984096U (en) | 2015-09-10 | 2015-09-10 | Windowsill structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204984096U true CN204984096U (en) | 2016-01-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520700902.6U Expired - Fee Related CN204984096U (en) | 2015-09-10 | 2015-09-10 | Windowsill structure |
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| Country | Link |
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| CN (1) | CN204984096U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401380A (en) * | 2016-11-21 | 2017-02-15 | 中建八局第四建设有限公司 | Outer window tongue and groove structure |
| CN106522746A (en) * | 2015-09-10 | 2017-03-22 | 当代节能置业股份有限公司 | Sill structure and construction method |
-
2015
- 2015-09-10 CN CN201520700902.6U patent/CN204984096U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522746A (en) * | 2015-09-10 | 2017-03-22 | 当代节能置业股份有限公司 | Sill structure and construction method |
| CN106401380A (en) * | 2016-11-21 | 2017-02-15 | 中建八局第四建设有限公司 | Outer window tongue and groove structure |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160120 |