CN105804583A - Assembled sill coping structure and using method thereof - Google Patents
Assembled sill coping structure and using method thereof Download PDFInfo
- Publication number
- CN105804583A CN105804583A CN201610251553.3A CN201610251553A CN105804583A CN 105804583 A CN105804583 A CN 105804583A CN 201610251553 A CN201610251553 A CN 201610251553A CN 105804583 A CN105804583 A CN 105804583A
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- CN
- China
- Prior art keywords
- anchor block
- building
- section
- windowsill
- construction
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- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
- E06B1/70—Sills; Thresholds
- E06B1/702—Window sills
Abstract
The invention belongs to the technical field of building construction, and particularly relates to an assembled sill coping structure and a using method thereof. The assembled sill coping structure comprises two anchoring blocks, a pouring section and connecting steel bars, the pouring section is connected between the anchoring blocks, and the connecting steel bars are embedded in the joints of the anchoring blocks and the pouring section. According to the assembled sill coping structure, the anchoring blocks can be laid on a wall together during wall body laying and are connected with the pouring section through the connecting steel bars, and therefore the continuity of the overall wall laying procedure can be guaranteed; meanwhile, the laying procedure does not need to be broken special for sill coping any more, therefore, work slowdown is avoided, the construction procedures are reduced, the construction time is saved, and the construction cost is reduced; in addition, the quality of the anchoring ends of the sill coping can be guaranteed, and the construction quality of the sill coping can be guaranteed.
Description
Technical field
The invention belongs to technical field of building construction, be specifically related to assembled windowsill coping structure and using method thereof.
Background technology
In current building engineering construction, the exterior window of masonry panel has been generally designed windowsill and has beared down on one, and the construction that windowsill bears down on one common fault all the time highlights, can't meet the quality requirement, and the many employings of existing method are first built a wall to pour into a mould afterwards and beared down on one.Disposable continuous more than masonry panel 1.4m (exceedes windowsill height, the general 0.9m of windowsill height), therefore, windowsill bear down on one construction time, it is impossible to anchor into window abutment wall by designing requirement, do not meet designing requirement, potential safety hazard and common quality defect prominent.In order to prevent and treat the problem that can not anchor of bearing down on one, build a wall construction time, minority unit in charge of construction takes when building a wall construction, reserves anchoring breach in windowsill position of bearing down on one.But, be square recess owing to forming breach, bear down on one concreting time, it is impossible to effectively filling and build closely knit, anchored end mass defect highlights.In order to stop the common quality defect that bears down on one, existing method just can only interrupt the seriality of building construction, is namely the end opening beared down on one of once building a wall to windowsill, bears down on one after having built, more upwards masonry panel.Though this way can guarantee that the construction quality beared down on one, but has interrupted the seriality building operation by laying bricks or stones, causing the work holdup, complex procedures, work consuming is consuming time, and construction cost is high.
Summary of the invention
The technical problem to be solved is that existing windowsill bears down on one and adopts headspace and the method discontinuously built by laying bricks or stones, and this kind of method destroys the seriality building operation by laying bricks or stones, causes the work holdup, complex procedures, and work consuming is consuming time, construction cost height.
In order to solve above-mentioned technical problem, the present invention provides following technical scheme: assembled windowsill coping structure, it is characterised in that, including anchor block, the section of building and connection reinforcing bar, anchor block is two pieces, connects the section of building between anchor block, connects reinforcing bar and is embedded in the junction of anchor block with the section of building.Utilize technique scheme, together anchor block can be built by laying bricks or stones wall when building wall, then utilize and connect the bar connecting section of building, so can ensure that the seriality of whole operation of building a wall, being no longer necessary to specially bears down on one to interrupt for forms simultaneously builds operation by laying bricks or stones, it is to avoid the work holdup, decreases working procedure, save the engineering time, reduce construction cost.Utilize anchor block, it is ensured that windowsill bears down on one anchored end quality, it is ensured that the construction quality that windowsill bears down on one simultaneously.
Further, the length range of the length, width and height of described anchor block respectively 220mm-250mm, 180mm-240mm and 100mm-130mm, so can meet the specification demands that most of windowsill bears down on one.
Further, described connection reinforcing bar is rectangular is uniformly embedded, it is ensured that the structural stability of anchor block and the section of building.
Further, the using method that assembled windowsill bears down on one, comprise the following steps: a, utilize the prefabricated anchor block of existing concrete clout, reserved on anchor block connect reinforcing bar；B, anchor block is built by laying bricks or stones together with wall brick simultaneously, anchor block is built by laying bricks or stones and bears down on one end at windowsill；C, continue masonry panel until construction section of hitting the target build work by laying bricks or stones；D, unified this construction section of colligation the section of the building reinforcing bar that bears down on one, cast-in-place concrete forms the section of building；E, finishing windowsill bear down on one, and complete component construction of bearing down on one.Ensure to build a wall the seriality of operation, improves work efficiency, has prevented and treated the purpose of common quality defect；Meanwhile, the anchored end that windowsill bears down on one makes anchor block, structural concrete clout can be utilized to make when main structure construction, it is achieved solid waste recycles, and economizes on resources, green construction.
Further, in described step a, anchor block carries out prefabricated according to the specification of different windowsills, and anchor block is positioned at same level line, it is ensured that the position level that windowsill bears down on one.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation:
Fig. 1 is the schematic diagram of embodiment of the present invention assembled windowsill coping structure；
Fig. 2 be embodiment of the present invention assembled windowsill coping structure build position view by laying bricks or stones.
Detailed description of the invention
As shown in Figure 1, 2: assembled windowsill coping structure, including anchor block 1, the section of building 2 and connection reinforcing bar 3, anchor block 1 is two pieces, connects the section of building 2 between anchor block 1, connects reinforcing bar 3 and is embedded in the junction of anchor block 1 with the section of building 2.Length range respectively 220mm-250mm, 180mm-240mm and the 100mm-130mm of the length, width and height of described anchor block 1.Described connection reinforcing bar 3 is rectangular to be uniformly embedded.The using method that assembled windowsill bears down on one, comprises the following steps: a, utilize the prefabricated anchor block 1 of existing concrete clout, reserved on anchor block 1 connects reinforcing bar 3, and anchor block 1 carries out prefabricated according to the specification of different windowsills, and anchor block 1 is positioned at same level 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 at windowsill；C, continue masonry panel until construction section of hitting the target build work by laying bricks or stones；D, unified this construction section of colligation the section of the building reinforcing bar that bears down on one, cast-in-place concrete forms the section of building；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 when building wall, then utilize and connect the reinforcing bar 3 connection section of building 2, so can ensure that the seriality of whole operation of building a wall, being no longer necessary to specially bears down on one to interrupt for forms simultaneously builds operation by laying bricks or stones, it is to avoid the work holdup, decreases working procedure, save the engineering time, reduce construction cost.What utilize anchor block 1 builds filling by laying bricks or stones simultaneously, it is ensured that windowsill place of bearing down on one does not have termination leakiness, it is ensured that the construction quality that windowsill bears down on one.Length range respectively 220mm-250mm, 180mm-240mm and the 100mm-130mm of the length, width and height of described anchor block 1, so can meet the specification demands that most of windowsill bears down on one.Described connection reinforcing bar 3 is rectangular to be uniformly embedded, and coordinates mutually with building 2 arrangements of reinforcement, it is ensured that the structural stability of anchor block 1 and the section of building 2.Utilize the using method that this assembled windowsill bears down on one, 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, structural concrete clout can be utilized to make when main structure construction, it is achieved solid waste recycles, and economizes 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 positioned at same level line, it is ensured that the position level that windowsill bears down on one.
Above-described is only the preferred embodiment of the present invention; should be understood that; for a person skilled in the art; under the premise without departing from present configuration; some deformation and improvement can also be made; also should being considered as protection scope of the present invention, these are all without affecting effect of the invention process and practical applicability.
Claims (5)
1. assembled windowsill coping structure, it is characterised in that including anchor block, the section of building and connect reinforcing bar, anchor block is two pieces, connects the section of building between anchor block, connect reinforcing bar and be embedded in the junction of anchor block with the section of building.
2. assembled windowsill coping structure according to claim 1, it is characterised in that: the length range of the length, width and height of described anchor block 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 to be uniformly embedded.
4. the using method that assembled windowsill bears down on one, it is characterised in that comprise the following steps:
A, utilize the prefabricated anchor block of existing concrete clout, reserved on anchor block connect reinforcing bar；
B, anchor block is built by laying bricks or stones together with wall brick simultaneously, anchor block is built by laying bricks or stones and bears down on one end at windowsill；
C, continue masonry panel until construction section of hitting the target build work by laying bricks or stones；
D, unified this construction section of colligation the section of the building reinforcing bar that bears down on one, cast-in-place concrete forms the section of building；
E, finishing windowsill bear down on one, and complete component construction of bearing down on one.
5. assembled windowsill coping structure according to claim 4 and using method thereof, it is characterised in that: in described step a, anchor block carries out prefabricated according to the specification of different windowsills, and anchor block is positioned at same level line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610251553.3A CN105804583A (en) | 2016-04-21 | 2016-04-21 | Assembled sill coping structure and using method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610251553.3A CN105804583A (en) | 2016-04-21 | 2016-04-21 | Assembled sill coping structure and using method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105804583A true CN105804583A (en) | 2016-07-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610251553.3A Pending CN105804583A (en) | 2016-04-21 | 2016-04-21 | Assembled sill coping structure and using method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN105804583A (en) |
Cited By (2)
| 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 |
| CN114541922A (en) * | 2022-03-31 | 2022-05-27 | 中冶建工集团有限公司 | Combined windowsill coping construction method based on cement hollow building blocks |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03202582A (en) * | 1989-12-29 | 1991-09-04 | Sekisui Chem Co Ltd | Entrance door frame |
| CN101761287A (en) * | 2009-12-31 | 2010-06-30 | 温州中城建设集团有限公司 | Reinforced concrete windowsill coping adverse construction method |
| CN201649416U (en) * | 2010-03-26 | 2010-11-24 | 温州中城建设集团有限公司 | Reinforced concrete window still coping pre-embedded block |
| CN203129839U (en) * | 2013-04-03 | 2013-08-14 | 重庆建工第二建设有限公司 | Gypsum hollow block internal parting wall hole structure for door and window |
| CN105134009A (en) * | 2015-09-11 | 2015-12-09 | 中建七局第二建筑有限公司 | Sill coping concrete structure of frame structure infilled wall and construction method |
| CN205976914U (en) * | 2016-04-21 | 2017-02-22 | 重庆建工第三建设有限责任公司 | Assembled windowsill structure of bearing down on one |
-
2016
- 2016-04-21 CN CN201610251553.3A patent/CN105804583A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03202582A (en) * | 1989-12-29 | 1991-09-04 | Sekisui Chem Co Ltd | Entrance door frame |
| CN101761287A (en) * | 2009-12-31 | 2010-06-30 | 温州中城建设集团有限公司 | Reinforced concrete windowsill coping adverse construction method |
| CN201649416U (en) * | 2010-03-26 | 2010-11-24 | 温州中城建设集团有限公司 | Reinforced concrete window still coping pre-embedded block |
| CN203129839U (en) * | 2013-04-03 | 2013-08-14 | 重庆建工第二建设有限公司 | Gypsum hollow block internal parting wall hole structure for door and window |
| CN105134009A (en) * | 2015-09-11 | 2015-12-09 | 中建七局第二建筑有限公司 | Sill coping concrete structure of frame structure infilled wall and construction method |
| CN205976914U (en) * | 2016-04-21 | 2017-02-22 | 重庆建工第三建设有限责任公司 | Assembled windowsill structure of bearing down on one |
Cited By (2)
| 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 |
| CN114541922A (en) * | 2022-03-31 | 2022-05-27 | 中冶建工集团有限公司 | Combined windowsill coping construction method based on cement hollow building blocks |
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Application publication date: 20160727 |