CN214402119U - Window structure using prefabricated windowsill coping - Google Patents
Window structure using prefabricated windowsill coping Download PDFInfo
- Publication number
- CN214402119U CN214402119U CN202120109803.6U CN202120109803U CN214402119U CN 214402119 U CN214402119 U CN 214402119U CN 202120109803 U CN202120109803 U CN 202120109803U CN 214402119 U CN214402119 U CN 214402119U
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- Prior art keywords
- windowsill coping
- prefabricated
- pouring
- coping
- prefabricated windowsill
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- 230000010485 coping Effects 0.000 title claims abstract description 75
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 24
- 238000000465 moulding Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 4
- 230000002146 bilateral effect Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 14
- 238000004873 anchoring Methods 0.000 description 9
- 230000003014 reinforcing effect Effects 0.000 description 5
- 230000007547 defect Effects 0.000 description 2
- 238000007788 roughening Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 210000004709 eyebrow Anatomy 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
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Abstract
The utility model discloses a window structure using prefabricated windowsill coping, which comprises a masonry structure, prefabricated windowsill coping and a post-pouring structure, wherein the prefabricated windowsill coping is arranged at the bottom of a window consisting of the masonry structure, two prefabricated windowsill coping are arranged in bilateral symmetry, and the post-pouring structure is arranged between the two prefabricated windowsill coping; the outer end part of the prefabricated windowsill coping is embedded into the masonry structure, and the inner end part of the prefabricated windowsill coping extends out of the masonry structure and is connected with the post-cast structure. Compared with the construction mode of the cast-in-place windowsill coping, the utility model avoids the process inversion caused by not pouring the cast-in-place coping in time, and effectively shortens the construction period; compare in the construction method of prefabricated rectangular shape windowsill coping, the utility model discloses earlier utilize prefabricated windowsill coping as supporting to carry out masonry structure's continuation construction for the workman can be under construction in succession, and water the structure secondary after utilizing and pour the molding that carries out outstanding position, ensure the structure molding.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to use window structure of prefabricated windowsill coping.
Background
The front windowsill coping is constructed by adopting cast-in-place windowsill coping or prefabricated strip-shaped windowsill coping, but the two construction modes have defects. When the cast-in-place windowsill is adopted for jacking, the upper wall body can be built after the windowsill jacking reaches the strength of the concrete structure, the construction period is long, and the orderly construction cannot be effectively guaranteed. Adopt prefabricated long windowsill to press the top, prefabricated long windowsill presses the top and has solved the work efficiency problem that the workman built by laying bricks or stones in succession, but can't satisfy protruding lines one shot forming on the structural lines, and window eyebrow position lines are difficult to once prefabricate the completion, and partial length of pressing simultaneously is longer, and one shot forming effect is unsatisfactory, and the construction is inconvenient. The utility model provides an use window structure of prefabricated windowsill coping to solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
The utility model provides an use window structure of prefabricated windowsill coping, avoided the defect of current construction mode.
The utility model provides a technical scheme that above-mentioned technical problem adopted is:
a window structure using a prefabricated windowsill coping comprises a masonry structure, prefabricated windowsill coping and a post-pouring structure, wherein the prefabricated windowsill coping is arranged at the bottom of a window consisting of the masonry structure, the prefabricated windowsill coping is symmetrically arranged in two blocks from left to right, and the post-pouring structure is arranged between the two prefabricated windowsill coping;
the outer end part of the prefabricated windowsill coping is embedded into the masonry structure, and the inner end part of the prefabricated windowsill coping extends out of the masonry structure and is connected with the post-cast structure.
Furthermore, prefabricated windowsill bears down on one and includes casting structure and skeleton reinforcing bar, the outer tip of skeleton reinforcing bar is arranged in casting structure, and interior tip stretches out outside casting structure to be arranged in post-cast structure.
Furthermore, the framework steel bar comprises stirrups and main bars, the main bars are connected with each other through the stirrups to form the framework steel bar, and the inner end parts of the main bars extend out of the pouring structure.
Furthermore, the inner end part of the pouring structure of the prefabricated windowsill coping is provided with a tongue-and-groove, and the inner end surface of the pouring structure is subjected to roughening treatment.
Furthermore, the post-cast structure comprises two anchoring blocks, two connecting ribs and a pouring structure, the two anchoring blocks are arranged in the pouring structure and located on the left side and the right side, the inner end portions of the framework reinforcing steel bars are connected to the anchoring blocks, the connecting ribs are arranged on the anchoring blocks, and the two ends of the connecting ribs are connected with the inner ends of the framework reinforcing steel bars on the two sides of the prefabricated windowsill coping.
Preferably, the pouring structure is C25 concrete, the main reinforcement is a steel bar with the outer diameter of 10mm, and the stirrup is a steel bar with the outer diameter of 6 mm.
Preferably, the size of the pouring structure of the prefabricated windowsill coping is 350 × 100mm, the extending length of the framework reinforcing steel bar is 300mm, and the pouring structure of the prefabricated windowsill coping is embedded into the masonry structure by 250 mm.
The utility model discloses beneficial effect as follows:
compared with the construction mode of the cast-in-place windowsill coping, the utility model avoids the process inversion caused by not pouring the cast-in-place coping in time, and effectively shortens the construction period; compared with the construction method of the prefabricated strip-shaped windowsill coping, the utility model firstly utilizes the prefabricated windowsill coping as a support to continue the construction of the masonry structure, so that workers can continuously construct, and utilizes the post-pouring structure to perform secondary pouring to perform the molding of the protruding part, thereby ensuring the structural molding; the device has the advantages of simple structure, wide application, convenient and easy installation and construction, wide applicable range, small volume and convenient manufacture.
Drawings
FIG. 1 is a sectional view of the overall structure of the present invention;
FIG. 2 is an enlarged view of the part A of FIG. 1;
FIG. 3 is a front view of the prefabricated windowsill coping of the present invention;
FIG. 4 is a front view of the prefabricated window sill coping of the present invention;
fig. 5 is a side view of the prefabricated window sill coping of the present invention.
Reference numerals: 1-masonry structure, 2-prefabricated windowsill coping, 21-framework steel bars, 3-post-cast structure, 31-anchoring blocks and 32-connecting bars.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are only some embodiments, not all embodiments, of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.
As shown in fig. 1 and 2, the window structure using the prefabricated windowsill coping comprises a masonry structure 1, prefabricated windowsill coping 2 and a post-pouring structure 3, wherein the prefabricated windowsill coping 2 is arranged at the bottom of a window formed by the masonry structure 1, the prefabricated windowsill coping is arranged in a bilateral symmetry manner, and the post-pouring structure 3 is arranged between the two prefabricated windowsill coping 2.
The utility model discloses set up two prefabricated windowsills and press 2 to establish in the window bottom, utilize prefabricated windowsill to press 2 as the support, realize window masonry structure 1's continuous construction, need not to wait for the solidification of cast-in-place windowsill coping, guarantee the construction progress to adopt two split type prefabricated windowsills to press 2 cooperations of coping after water structure 3 and satisfy the molding requirement of window, both guaranteed construction cycle, guaranteed again that the window molding meets the requirements.
The outer end part of the prefabricated windowsill coping 2 is embedded into the masonry structure 1, and the inner end part of the prefabricated windowsill coping 2 extends out of the masonry structure 1 and is connected with the post-pouring structure 3. Prefabricated windowsill bears 2 and imbeds in masonry structure 1 as the support, has realized masonry structure 1's continuous construction.
As shown in fig. 3, 4 and 5, the prefabricated windowsill coping 2 further comprises a casting structure and a framework steel bar 21, wherein the outer end of the framework steel bar 21 is located in the casting structure, and the inner end of the framework steel bar 21 extends out of the casting structure and is located in the post-cast structure 3. Skeleton reinforcing bar 21 stretches into among the post-cast structure 3 and regards as support and connection, and with prefabricated windowsill coping 2 and post-cast structure 3 even as an organic whole, ensure window structure's wholeness and uniformity, guarantee structure safety and stability.
As shown in fig. 5, further, the framework steel bar 21 includes a stirrup and a main bar, the main bar is connected to form the framework steel bar 21 through the stirrup, and an inner end of the main bar extends out of the casting structure.
As shown in fig. 3, further, the inner end of the casting structure of the prefabricated windowsill coping 2 is provided with a tongue-and-groove, and the inner end surface of the casting structure is roughened. A roughening process is performed to enhance the connectivity of the prefabricated sill coping 2 and the post-cast structure 3.
As shown in fig. 2, further, the post-cast structure 3 includes two anchor blocks 31, two connecting ribs 32 and a casting structure, the two anchor blocks 31 are disposed in the casting structure and located on the left and right sides, the inner end portions of the framework reinforcing bars 21 are connected to the anchor blocks 31, the connecting ribs 32 are disposed on the anchor blocks 31, and the two ends of the connecting ribs 32 are connected to the inner ends of the framework reinforcing bars 21 of the prefabricated windowsill coping 2 on the two sides. The anchoring block 31 is used for supporting the mutual connection of the connecting rib 32 and the framework reinforcing steel bar 21, plays a role in anchoring stability, strengthens the connection strength of the prefabricated windowsill coping 2 and the post-pouring structure 3, and is used as an internal supporting framework of the post-pouring structure 3 to ensure the structural strength of the post-pouring structure 3; the connecting ribs 32 serve as a framework of the post-cast structure 3 to reinforce the overall structural strength of the post-cast structure 3.
Preferably, the connecting ribs 3 and the main ribs are all three and correspond to each other one by one.
Preferably, the casting structures of the prefabricated windowsill coping 2 and the post-cast structure 3 are C25 concrete, the main reinforcement is a steel bar with the outer diameter of 10mm, and the stirrup is a steel bar with the outer diameter of 6 mm.
Preferably, the main ribs are horizontally arranged and are arranged in parallel.
Preferably, the casting structure size of the prefabricated windowsill coping 2 is 350 × 100mm, the protruding length of the framework steel bar 21 is 300mm, and the casting structure of the prefabricated windowsill coping 2 is embedded into the masonry structure 1 by 250 mm.
The utility model discloses a construction method as follows:
firstly, prefabricating a prefabricated windowsill coping 2 and an anchoring block 31 according to the size of a windowsill;
secondly, constructing the masonry structure 1 of the window, and embedding the prefabricated windowsill coping 2 at the bottom of the window in the construction process;
thirdly, continuing the construction until the building construction of the window is finished;
fourthly, placing the anchoring blocks 31, connecting the connecting ribs 32 with the framework steel bars 21, and then installing the pouring template of the post-pouring structure 3;
fifthly, pouring the post-pouring structure 3, detaching the pouring template after the concrete is solidified, and finishing the windowsill to complete the whole construction of the window.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.
Claims (7)
1. A window structure using a prefabricated windowsill coping is characterized by comprising a masonry structure (1), prefabricated windowsill coping (2) and post-pouring structures (3), wherein the prefabricated windowsill coping (2) is arranged at the bottom of a window consisting of the masonry structure (1) and symmetrically arranged in left and right, and the post-pouring structures (3) are arranged between the two prefabricated windowsill coping (2);
the outer end part of the prefabricated windowsill coping (2) is embedded into the masonry structure (1), and the inner end part of the prefabricated windowsill coping extends out of the masonry structure (1) and is connected with the post-pouring structure (3).
2. The window structure of claim 1 wherein the window structure is a prefabricated windowsill coping structure comprising: the prefabricated windowsill coping (2) comprises a pouring structure and framework steel bars (21), wherein the outer end parts of the framework steel bars (21) are located in the pouring structure, and the inner end parts of the framework steel bars extend out of the pouring structure and are located in the post-pouring structure (3).
3. The window structure of claim 2 wherein the window structure is a prefabricated windowsill coping structure comprising: the framework steel bar (21) comprises stirrups and main bars, the main bars are connected with each other through the stirrups to form the framework steel bar (21), and the inner end parts of the main bars extend out of the pouring structure.
4. The window structure of claim 2 wherein the window structure is a prefabricated windowsill coping structure comprising: and the inner end part of the pouring structure of the prefabricated windowsill coping (2) is provided with a tongue-and-groove, and the inner end surface of the pouring structure is subjected to scabbling treatment.
5. The window structure of claim 2 wherein the window structure is a prefabricated windowsill coping structure comprising: the post-cast structure (3) comprises two anchor blocks (31), connecting ribs (32) and a pouring structure, the two anchor blocks (31) are arranged in the pouring structure and located on the left side and the right side, the inner end portions of the framework reinforcing steel bars (21) are connected to the anchor blocks (31), the connecting ribs (32) are arranged on the anchor blocks (31), and the two ends of the connecting ribs are connected with the inner ends of the framework reinforcing steel bars (21) of the prefabricated windowsill coping (2) on the two sides.
6. A window structure using prefabricated windowsill coping as recited in claim 3, wherein: the pouring structure is C25 concrete, the main reinforcement is a steel bar with the outer diameter of 10mm, and the stirrup is a steel bar with the outer diameter of 6 mm.
7. The window structure of claim 2 wherein the window structure is a prefabricated windowsill coping structure comprising: the size of a pouring structure of the prefabricated windowsill coping (2) is 350 x 100mm, the extension length of the framework reinforcing steel bar (21) is 300mm, and the pouring structure of the prefabricated windowsill coping (2) is embedded into the masonry structure (1) by 250 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120109803.6U CN214402119U (en) | 2021-01-15 | 2021-01-15 | Window structure using prefabricated windowsill coping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120109803.6U CN214402119U (en) | 2021-01-15 | 2021-01-15 | Window structure using prefabricated windowsill coping |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214402119U true CN214402119U (en) | 2021-10-15 |
Family
ID=78045815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120109803.6U Expired - Fee Related CN214402119U (en) | 2021-01-15 | 2021-01-15 | Window structure using prefabricated windowsill coping |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214402119U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN115217240A (en) * | 2022-07-26 | 2022-10-21 | 中海建筑有限公司 | Outer windowsill structure with embedded prefabricated capping beam |
| CN115450527A (en) * | 2022-10-19 | 2022-12-09 | 河南省安装集团有限责任公司 | Method for jacking masonry window into masonry section |
-
2021
- 2021-01-15 CN CN202120109803.6U patent/CN214402119U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN115217240A (en) * | 2022-07-26 | 2022-10-21 | 中海建筑有限公司 | Outer windowsill structure with embedded prefabricated capping beam |
| CN115217240B (en) * | 2022-07-26 | 2023-12-12 | 中海建筑有限公司 | Outer windowsill structure with embedded prefabricated capping beam |
| CN115450527A (en) * | 2022-10-19 | 2022-12-09 | 河南省安装集团有限责任公司 | Method for jacking masonry window into masonry section |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20211015 |