CN205976914U - Assembled windowsill structure of bearing down on one - Google Patents
Assembled windowsill structure of bearing down on one Download PDFInfo
- Publication number
- CN205976914U CN205976914U CN201620345861.8U CN201620345861U CN205976914U CN 205976914 U CN205976914 U CN 205976914U CN 201620345861 U CN201620345861 U CN 201620345861U CN 205976914 U CN205976914 U CN 205976914U
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- China
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- windowsill
- section
- construction
- anchor block
- anchoring block
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Abstract
The utility model belongs to the technical field of the construction, concretely relates to assembled windowsill structure of bearing down on one. It includes anchoring block, the section of pouring and connecting reinforcement, and anchoring block is two, connects the section of pouring between the anchoring block, and connecting reinforcement inlays and establishes in the junction of anchoring block with the section of pouring. Utilize above -mentioned technical scheme, can together build anchoring block by laying bricks or stones the wall when wall masonry, then utilize connecting reinforcement to connect the section of pouring, can guarantee the continuity of the whole process of building a wall like this, it bears down on one to break to the window form on purpose no longer to need simultaneously builds the process by laying bricks or stones, has avoided the work holdup, has reduced the construction process, saves the engineering time, reduces construction cost. Utilize anchoring block simultaneously, can guarantee the windowsill anchor end quality of bearing down on one, guarantee the construction quality that the windowsill bears down on one.
Description
Technical field
The invention belongs to technical field of building construction is and in particular to assembled windowsill coping structure.
Background technology
At present in building engineering construction, the exterior window of masonry panel has been generally designed windowsill and has beared down on one, the construction that windowsill bears down on one
Common fault projects, can't meet the quality requirement all the time, and existing method is many to be beared down on one using first building a wall to pour into a mould afterwards.Disposably continuously build by laying bricks or stones
More than body of wall 1.4m (exceedes windowsill height, the highly general 0.9m of windowsill), and therefore, windowsill bears down on one when constructing it is impossible to want by design
Ask and anchor into window abutment wall, do not meet design requirement, potential safety hazard and common quality defect project.In order to prevent and treat the asking of can not anchoring of bearing down on one
Topic, build a wall construction when, minority unit in charge of construction takes when building a wall construction, reserves anchoring breach in windowsill position of bearing down on one.But, by
Square recess in forming breach, bear down on one concreting when it is impossible to effective filling pours closely knit, anchored end mass defect is dashed forward
Go out.In order to prevent the common quality defect that bears down on one, existing method just can only interrupt the seriality of building construction, is once to build a wall to windowsill
The lower mouth bearing down on one, bears down on one after the completion of pouring, then masonry panel upwards.Though this way can guarantee that the construction quality beared down on one, beat
Break and built the seriality of operation by laying bricks or stones, caused the work holdup, complex procedures, work consuming takes, construction cost is high.
Content of the invention
The technical problem to be solved is the method that existing windowsill bears down on one using headspace and discontinuously builds by laying bricks or stones,
This kind of method destroys the seriality building operation by laying bricks or stones, causes the work holdup, complex procedures, work consuming takes, construction cost is high.
In order to solve above-mentioned technical problem, the present invention provides following technical scheme:Assembled windowsill coping structure, its feature
It is, including anchor block, pour section and connect reinforcing bar, anchor block is two pieces, connects and pour section between anchor block, connects reinforcing bar embedding
The junction being located at anchor block and pouring section.Using technique scheme, together anchor block can be built by laying bricks or stones in building wall
Wall, then pours section using connection bar connecting, so can ensure that the seriality of operation of entirely building a wall, be no longer necessary to spy simultaneously
Meaning is beared down on one to interrupt for forms and is built operation by laying bricks or stones, it is to avoid the work holdup, decreases working procedure, saving engineering time, reduction is constructed into
This.Simultaneously using anchor block it is ensured that windowsill bears down on one anchored end quality it is ensured that the construction quality beared down on one of windowsill.
Further, the length range of the length, width and height of described anchor block be respectively 220mm-250mm, 180mm-240mm and
100mm-130mm, so can meet the specification demands that most of windowsills bear down on one.
Further, described connection reinforcing bar is rectangular is uniformly embedded it is ensured that anchor block and the structural stability pouring section.
Further, the using method that assembled windowsill bears down on one, comprises the following steps：A, using existing concrete clout prefabricated
Anchor block, reserved connection reinforcing bar on anchor block；B, anchor block is built by laying bricks or stones together with wall brick simultaneously, anchor block is built by laying bricks or stones in window
Platform bears down on one end；C, continue masonry panel until that hits the target construction section builds work by laying bricks or stones；D, the pressure of unified this construction section of colligation
A section reinforcing bar is built in top casting, and cast-in-place concrete forms and pours section；E, finishing windowsill bear down on one, and complete component construction of bearing down on one.Ensure to build a wall work
The seriality of sequence, improves work efficiency, has prevented and treated the purpose of common quality defect；Meanwhile, the anchored end that windowsill bears down on one makes anchoring
Block, can utilize in main structure construction structural concrete clout to make, realize solid waste and recycle, economize on resources, green construction.
Further, in described step a anchor block carried out according to the specification of different windowsills prefabricated, anchor block be located at same level
Line is it is ensured that the position level beared down on one of windowsill.
Brief description
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description：
Fig. 1 is the schematic diagram of embodiment of the present invention assembled windowsill coping structure；
Fig. 2 builds position view by laying bricks or stones for embodiment of the present invention assembled windowsill coping structure.
Specific embodiment
As shown in Figure 1, 2：Assembled windowsill coping structure, including anchor block 1, pours section 2 and connects reinforcing bar 3, anchor block 1
For two pieces, connect between anchor block 1 and pour section 2, connect reinforcing bar 3 and be embedded in anchor block 1 and the junction pouring section 2.Described anchor
Gu the length range of the length, width and height of block 1 is respectively 220mm-250mm, 180mm-240mm and 100mm-130mm.Described connection steel
Muscle 3 is rectangular to be uniformly embedded.The using method that assembled windowsill bears down on one, comprises the following steps：A, utilize existing concrete clout
Prefabricated anchor block 1, reserved connection reinforcing bar 3 on anchor block 1, anchor block 1 carries out prefabricated, anchor block 1 according to the specification of different windowsills
Positioned at same horizontal line；B, anchor block 1 is built by laying bricks or stones together with wall brick simultaneously, anchor block 1 is built by laying bricks or stones and bears down on one end in windowsill；
C, continue masonry panel until that hits the target construction section builds work by laying bricks or stones；D, unified bearing down on one of this construction section of colligation pour Duan Gang
Muscle, cast-in-place concrete forms and pours section；E, finishing windowsill bear down on one, and complete component construction of bearing down on one.
During work, together anchor block 1 can be built by laying bricks or stones wall in building wall, then be connected using connection reinforcing bar 3 and pour
Section 2, so can ensure that the seriality of operation of entirely building a wall, being no longer necessary to specially bears down on one to interrupt for forms simultaneously builds work by laying bricks or stones
Sequence, it is to avoid the work holdup, decreases working procedure, saves the engineering time, reduces construction cost.Filled out using building by laying bricks or stones of anchor block 1 simultaneously
Filling the place it is ensured that windowsill bears down on one is not in termination leakiness it is ensured that the construction quality beared down on one of windowsill.Described anchor block 1
The length range of length, width and height is respectively 220mm-250mm, 180mm-240mm and 100mm-130mm, so can meet great majority
The specification demands that windowsill bears down on one.Described connect that reinforcing bar 3 is rectangular is uniformly embedded, coordinate it is ensured that anchor block 1 with pouring 2 arrangement of reinforcement phases
With the structural stability pouring section 2.The using method beared down on one using this assembled windowsill it is ensured that the seriality of operation of building a wall,
Improve work efficiency, prevent and treat the purpose of common quality defect；Meanwhile, the anchored end that windowsill bears down on one makes anchor block 1, can be in main body
Utilize structural concrete clout to make during structure construction, realize solid waste and recycle, economize on resources, green construction.In described step a
Anchor block 1 carries out prefabricated according to the specification of different windowsills, and anchor block 1 is located at same horizontal line it is ensured that the position water that bears down on one of windowsill
Flat.
Above-described is only the preferred embodiment of the present invention it is noted that for a person skilled in the art,
On the premise of without departing from present configuration, some deformation can also be made and improve, also should be considered as the protection model of the present invention
Enclose, these are all without the effect affecting present invention enforcement and practical applicability.
Claims (3)
1. assembled windowsill coping structure it is characterised in that include anchor block, pour section and connect reinforcing bar, anchor block be two pieces,
Connect between anchor block and pour section, connect reinforcing bar and be embedded in anchor block and the junction pouring section.
2. assembled windowsill coping structure according to claim 1 it is characterised in that：The length of the length, width and height of described anchor block
Degree scope is respectively 220mm-250mm, 180mm-240mm and 100mm-130mm.
3. assembled windowsill coping structure according to claim 1 it is characterised in that：Described connection reinforcing bar is rectangular uniformly
It is embedded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620345861.8U CN205976914U (en) | 2016-04-21 | 2016-04-21 | Assembled windowsill structure of bearing down on one |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620345861.8U CN205976914U (en) | 2016-04-21 | 2016-04-21 | Assembled windowsill structure of bearing down on one |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976914U true CN205976914U (en) | 2017-02-22 |
Family
ID=58018896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620345861.8U Expired - Fee Related CN205976914U (en) | 2016-04-21 | 2016-04-21 | Assembled windowsill structure of bearing down on one |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976914U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804583A (en) * | 2016-04-21 | 2016-07-27 | 重庆建工第三建设有限责任公司 | Assembled sill coping structure and using method thereof |
-
2016
- 2016-04-21 CN CN201620345861.8U patent/CN205976914U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804583A (en) * | 2016-04-21 | 2016-07-27 | 重庆建工第三建设有限责任公司 | Assembled sill coping structure and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 Termination date: 20190421 |