CN208428459U - A kind of building windowsill concrete bears down on one mold and constructing structure - Google Patents
A kind of building windowsill concrete bears down on one mold and constructing structure Download PDFInfo
- Publication number
- CN208428459U CN208428459U CN201820826370.4U CN201820826370U CN208428459U CN 208428459 U CN208428459 U CN 208428459U CN 201820826370 U CN201820826370 U CN 201820826370U CN 208428459 U CN208428459 U CN 208428459U
- Authority
- CN
- China
- Prior art keywords
- template
- mold
- concrete
- welding
- bears down
- 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.)
- Active
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Bear down on one mold and constructing structure the utility model discloses a kind of building windowsill concrete, a concave shape mold, mold open-ended are made using steel plate；Mold includes bottom plate and side plate, and side plate is located at the two sides of bottom plate when casting concrete；Bottom plate includes the first template, the second template, third template, the 4th template, the 5th template, the 6th template and the 7th template；The 4th template, the 4th template two sides welding third template and the 5th template is arranged in middle part, and third template and the second template are welded, and the second template and the first template are welded；5th template and the welding of the 6th template, the 6th template and the 7th template are welded.Mold is reusable, it is possible to reduce the loss of circulation material；Speed of application is fast, and work efficiency is high, quality of finished product good.
Description
Technical field
Bear down on one mold and constructing structure the utility model relates to a kind of building windowsill concrete.
Background technique
Common buildings bear down on one place using plank sheathing formwork in windowsill.Since windowsill bears down on one thinner thickness, working face is smaller, at
Type effect is poor, and masonry project quality is lost in template installation process.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, a kind of building windowsill concrete is provided and is beared down on one
Mold and constructing structure.
The purpose of this utility model is achieved through the following technical solutions: a kind of building windowsill concrete bears down on one mould
Tool, is made a concave shape mold, mold open-ended using steel plate；
Mold includes bottom plate and side plate, and side plate is located at the two sides of bottom plate when casting concrete；Bottom plate includes the first template, the
Two templates, third template, the 4th template, the 5th template, the 6th template and the 7th template；
The 4th template, the 4th template two sides welding third template and the 5th template, third template and the second mould is arranged in middle part
Plate welding, the second template and the first template are welded；5th template and the welding of the 6th template, the 6th template and the 7th template are welded.
It is preferred that side plate is mounted on the two sides of bottom plate, side plate can rotate the function for realizing opening and closing around the position of installation
Energy.
It is preferred that side plate and bottom plate weld.
It is preferred that third template and the 5th template and the 4th template are in 90 ° of welding；Second template and third template
It is welded in 90 °；Second template and the first template are in 90 ° of welding；5th template and the 6th template in 90 ° of welding, the 6th template with
7th template is in 90 ° of welding.
It is preferred that the first template, the second template, third template, the 4th template, the 5th template, the 6th template and
7th template is rectangular slab, wherein the first template is consistent with the size of the 7th template, the size of the second template and the 6th template
Unanimously, third template is consistent with the size of the 4th template.
It is preferred that the first template and the 7th template height are 100mm；Second template is with the 6th template width
50mm；The height of third template and the 5th template is 50mm, the 4th wide 100mm of template；The length and length of window of entire mold
Unanimously.
A kind of building windowsill concrete coping structure, including brick setting and concrete prefabricated element, concrete prefabricated element
It is placed in window hole lower end and sufficiently be bonded with brick setting；
Concrete prefabricated element is concave shape, installs steel tie in the groove of concrete prefabricated element, steel tie is worn
Concrete prefabricated element is crossed to fix with brick setting；
Casting concrete in the groove of concrete prefabricated element keeps unified absolute altitude with brick setting after concrete floating.
A kind of building windowsill concrete bears down on one construction method, includes the following steps:
S1: Mold Making: production concave shape mold；
S2: reviewing die size after mold machine-shaping, produces in batches after reviewing qualification；
S3: the casting concrete into mold takes out concrete block after concrete formation, prefabricated to formation of concrete
Three faces of component spill internal orifice and bottom surface carry out dabbing processing；
S4: conserving concrete prefabricated element, and finished product protection is paid attention to during maintenance；
S5: it builds height after brick setting and reaches window and bear down on one and smear one layer of cement mortar after absolute altitude, then by concrete prefabricated structure
Part is placed in window hole lower end and is allowed to well-bonded with lower layer brick setting；
6, continue to build and install steel tie later, steel tie passes through the groove of concrete prefabricated element；
7, concrete is smoothed out and keeps unified absolute altitude with brick setting, finally conserves groove by the casting concrete into groove
Interior concrete.
It is preferred that mold is formed using 4mm thickness Q235 shape steel plate cutting processing.
It is preferred that concrete prefabricated element curing time is 7 days.
The beneficial effects of the utility model are: mold is reusable, it is possible to reduce the loss of circulation material；Speed of application
Fastly, work efficiency is high, quality of finished product good.
Detailed description of the invention
Fig. 1 is one of mold structure diagram；
Fig. 2 is the two of mold structure diagram；
Fig. 3 is concrete prefabricated element schematic diagram；
Fig. 4 is the utility model overall structure diagram；
In figure, 1- mold, 2- concrete prefabricated element, 3- brick setting, 4- steel tie, 5- window hole.
Specific embodiment
The technical solution of the utility model, but the protection scope of the utility model are described in further detail with reference to the accompanying drawing
It is not limited to as described below.
The utility model is to change traditional approach, bears down on one the external region 100mm using concrete prefabricated (prefabricated structure in windowsill
Part is made of the mold 1 that steel form is processed into), central region installs reinforcing bar and cast-in-place concrete.
As shown in Figure 1 and Figure 2, a kind of building windowsill concrete bears down on one mold, and a concave shape mold 1 is made using steel plate,
1 open-ended of mold；
Mold 1 includes bottom plate and side plate, and side plate is located at the two sides of bottom plate when casting concrete；Bottom plate include the first template,
Second template, third template, the 4th template, the 5th template, the 6th template and the 7th template；
The 4th template, the 4th template two sides welding third template and the 5th template, third template and the second mould is arranged in middle part
Plate welding, the second template and the first template are welded；5th template and the welding of the 6th template, the 6th template and the 7th template are welded.
In a preferred embodiment, side plate is mounted on the two sides of bottom plate, and side plate can rotate realization around the position of installation and open
The function of closing.In a preferred embodiment, side plate and bottom plate weld.
In a preferred embodiment, third template and the 5th template and the 4th template are in 90 ° of welding；Second template and the
Three templates are in 90 ° of welding；Second template and the first template are in 90 ° of welding；5th template and the 6th template are welded in 90 °, and the 6th
Template and the 7th template are in 90 ° of welding.
In a preferred embodiment, the first template, the second template, third template, the 4th template, the 5th template, the 6th
Template and the 7th template are rectangular slab, wherein the first template is consistent with the size of the 7th template, the second template and the 6th template
Size it is consistent, third template is consistent with the size of the 4th template.
In a preferred embodiment, the first template and the 7th template height are 100mm；Second template and the 6th template are wide
It is 50mm；The height of third template and the 5th template is 50mm, the 4th wide 100mm of template；The length and window of entire mold 1
Length is consistent.
As shown in Figure 3 and Figure 4, a kind of building windowsill concrete coping structure, including brick setting 3 and concrete prefabricated element
2, concrete prefabricated element 2 be placed in 5 lower end of window hole and with brick setting 3 sufficiently it is Nian Jie；
Concrete prefabricated element 2 is concave shape, installs steel tie 4, steel tie in the groove of concrete prefabricated element 2
4 pass through concrete prefabricated element 2 fixes with brick setting 3；
Casting concrete in the groove of concrete prefabricated element 2 keeps unified absolute altitude with brick setting 3 after concrete floating.
A kind of building windowsill concrete bears down on one construction method, includes the following steps:
S1: mold 1 makes: production concave shape mold 1；
S2: reviewing 1 size of mold after 1 machine-shaping of mold, produces in batches after reviewing qualification；
S3: the casting concrete into mold 1 takes out concrete block after concrete formation, prefabricated to formation of concrete
2 spill internal orifice of component, three faces and bottom surface carry out dabbing processing, guarantee to be combined well with subsequent construction concrete；
S4: concrete prefabricated element 2 is conserved, finished product protection is paid attention to during maintenance；
S5: it builds height after brick setting 3 and reaches window and bear down on one and smear one layer of cement mortar after absolute altitude, then by concrete prefabricated structure
Part 2 is placed in 5 lower end of window hole and is allowed to well-bonded with lower layer brick setting 3；
6, it builds the masonry with concrete component same layer or same level and steel tie 4 is installed, steel tie 4 is worn
Cross the groove of concrete prefabricated element 2；
7, concrete is smoothed out and keeps unified absolute altitude with brick setting 3, guarantees beauty, most by the casting concrete into groove
The concrete in groove is conserved afterwards.
In a preferred embodiment, mold 1 is formed using 4mm thickness Q235 shape steel plate cutting processing.
In a preferred embodiment, 2 curing time of concrete prefabricated element is 7 days.
The utility model has the advantage that
1, using the method, mold 1 is reusable, it is possible to reduce the loss of circulation material
2, concrete formation effect is good, more beautiful
3, fast using prefabricated method speed of application, work efficiency is high.
4, brick setting 3 is not destroyed using the method, finished product protection is preferable.
5, working face is larger, and construction site is broad, reduces worker and constructs on outrigger frequency, safety is higher.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, and should refer to
Out, any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention etc. should all include
It is within the protection scope of the utility model.
Claims (7)
- The mold 1. a kind of building windowsill concrete bears down on one, it is characterised in that: a concave shape mold is made using steel plate, mold is not Sealing；Mold includes bottom plate and side plate, and side plate is located at the two sides of bottom plate when casting concrete；Bottom plate includes the first template, the second mould Plate, third template, the 4th template, the 5th template, the 6th template and the 7th template；The 4th template, the 4th template two sides welding third template and the 5th template is arranged in middle part, and third template and the second template are welded It connects, the second template and the first template are welded；5th template and the welding of the 6th template, the 6th template and the 7th template are welded.
- The mold 2. a kind of building windowsill concrete according to claim 1 bears down on one, it is characterised in that: side plate is mounted on bottom plate Two sides, side plate can around the position of installation rotate realize opening and closing function.
- The mold 3. a kind of building windowsill concrete according to claim 1 bears down on one, it is characterised in that: side plate and bottom plate weld It connects.
- The mold 4. a kind of building windowsill concrete according to claim 1 bears down on one, it is characterised in that: third template and the 5th Template and the 4th template are in 90 ° of welding；Second template and third template are in 90 ° of welding；Second template and the first template are in 90 ° of welderings It connects；In 90 ° of welding, the 6th template and the 7th template are in 90 ° of welding for 5th template and the 6th template.
- The mold 5. a kind of building windowsill concrete according to claim 1 or 4 bears down on one, it is characterised in that: the first template, Two templates, third template, the 4th template, the 5th template, the 6th template and the 7th template are rectangular slab, wherein the first template Consistent with the size of the 7th template, the second template is consistent with the size of the 6th template, the size one of third template and the 4th template It causes.
- The mold 6. a kind of building windowsill concrete according to claim 5 bears down on one, it is characterised in that: the first template and the 7th Template height is 100mm；Second template and the 6th template width are 50mm；The height of third template and the 5th template is 50mm, The 4th wide 100mm of template；The length of entire mold is consistent with length of window.
- 7. a kind of building windowsill concrete construction structure, it is characterised in that: any described including brick setting and by claim 1-6 The concrete prefabricated element made of mold that bears down on one, concrete prefabricated element is placed in window hole lower end and sufficiently viscous with brick setting It connects；Concrete prefabricated element is concave shape, and steel tie is installed in the groove of concrete prefabricated element, and steel tie passes through mixed Solidifying soil prefabricated components are fixed with brick setting；Casting concrete in the groove of concrete prefabricated element keeps unified absolute altitude with brick setting after concrete floating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820826370.4U CN208428459U (en) | 2018-05-30 | 2018-05-30 | A kind of building windowsill concrete bears down on one mold and constructing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820826370.4U CN208428459U (en) | 2018-05-30 | 2018-05-30 | A kind of building windowsill concrete bears down on one mold and constructing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208428459U true CN208428459U (en) | 2019-01-25 |
Family
ID=65100578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820826370.4U Active CN208428459U (en) | 2018-05-30 | 2018-05-30 | A kind of building windowsill concrete bears down on one mold and constructing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208428459U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108748649A (en) * | 2018-05-30 | 2018-11-06 | 中国五冶集团有限公司 | A kind of building windowsill concrete bears down on one mold, structure and construction method |
-
2018
- 2018-05-30 CN CN201820826370.4U patent/CN208428459U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108748649A (en) * | 2018-05-30 | 2018-11-06 | 中国五冶集团有限公司 | A kind of building windowsill concrete bears down on one mold, structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101831985B (en) | Precast concrete wallboard and preparation method thereof | |
| CN104975716A (en) | Construction method for employing dismounting-free formwork in casting constructional column and ring beam concrete | |
| CN107119901A (en) | The cast-in-place system of formwork structure and shear wall and construction method of shear wall angle node | |
| CN108252407A (en) | A kind of building with prefabricated reinforced concrete bearing | |
| CN208428459U (en) | A kind of building windowsill concrete bears down on one mold and constructing structure | |
| CN206888506U (en) | The cast-in-place system of formwork structure and shear wall of shear wall angle node | |
| CN110863590A (en) | Mold device for manufacturing + type cavity concrete module and using method thereof | |
| CN211037781U (en) | Outer wall fastener type scaffold wall connecting piece | |
| CN108748649A (en) | A kind of building windowsill concrete bears down on one mold, structure and construction method | |
| CN106337530B (en) | A kind of construction of frame beam seams stifled construction method | |
| CN112412013A (en) | Construction method for plugging reserved hole of structural outer wall | |
| CN208618661U (en) | Pillar structure based on hollow masonry | |
| CN108678215B (en) | Self-heat-insulating wall body, corner block and tie beam block | |
| CN111005562A (en) | Method for sealing and processing opening of window of assembled laminated plate wall | |
| CN208604640U (en) | A kind of quick construction structure of post-pouring belt of outer wall | |
| CN207499702U (en) | A kind of door-window opening waterproofing node structure | |
| CN202745370U (en) | Concrete reserved hole without formwork removal | |
| CN203129572U (en) | Prefabricated concrete formwork and prefabricated building formed by same | |
| CN214220580U (en) | Root rot construction system is prevented to aluminium template lower limb | |
| CN210767837U (en) | Cross constructional column cement template group | |
| CN211572616U (en) | Pouring device for constructional column | |
| CN209817412U (en) | Detachable formwork device for joint of outer wall | |
| CN210105289U (en) | Light partition wall mold used indoors | |
| CN208088821U (en) | The cast-in-place anti-waterproof tongue and groove cast template of concrete exterior wall | |
| CN110863589A (en) | Mold device for manufacturing L-shaped cavity concrete module and using method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |