CN107558732A - A kind of bay window concrete Forming Quality controls construction method - Google Patents
A kind of bay window concrete Forming Quality controls construction method Download PDFInfo
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- CN107558732A CN107558732A CN201710662519.XA CN201710662519A CN107558732A CN 107558732 A CN107558732 A CN 107558732A CN 201710662519 A CN201710662519 A CN 201710662519A CN 107558732 A CN107558732 A CN 107558732A
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- bay window
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- forming quality
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Abstract
The invention discloses a kind of bay window concrete Forming Quality to control construction method, including is molded with plate above the shaping of same floor plate one-time-concreting, bay window bottom plate and side plate one-time-concreting, and the template installed before one-time-concreting includes horn opening.The bay window concrete forming process of the present invention pours to be secondary, bay window bottom plate and the shaping of side plate one-time-concreting, solves the problems such as honeycomb, pitted skin, dew muscle and other secondary constructions that plate and vertical plate junction occur above bay window, technical matters is simple, low manufacture cost, with traditional handicraft to than substantial amounts of material can be saved, realize that bay window concrete Forming Quality controls.
Description
Technical field
The invention belongs to the realm of building construction, and in particular to a kind of bay window concrete Forming Quality controls construction method.
Background technology
The control of bay window concrete Forming Quality is the long-standing problem of construction field, and traditional construction technology is to finish
After upper and lower panel, to vertical plate formwork supporting plate, template on the inside of bay window is suitable for reading to reserve hole, and concrete is poured for pouring into.Vibrator
Pervibration can not be goed deep into, generally only vibrated at hole vertical plate reinforcing bar or vibrated on the outside of template, can not effectively make concrete
Vibration compacting, easily form the common quality defects such as honeycomb, pitted skin, dew muscle, tomography.The reason for because of construction technology, subsequently also need to pair
The process of the secondary constructions such as the concrete of openings position is rejected, repairing, and concrete shaping perception is poor, and efficiency is low, waste of materials, takes
Arduously, quality can not be controlled effectively.
The content of the invention
The technical problems to be solved by the invention are：Construction method is controlled to provide a kind of bay window concrete Forming Quality.
In order to solve the above-mentioned technical problem, the invention discloses a kind of bay window concrete Forming Quality to control construction method, including
With plate above the shaping of same floor plate one-time-concreting, bay window bottom plate and side plate one-time-concreting are molded, the mould installed before one-time-concreting
Plate includes horn opening.
Preferably, described a kind of bay window concrete Forming Quality control construction method, comprises the following steps：
Step 1：Above bay window at the top of plate with side plate junction indwelling construction joint；
Step 2：Determine bay window side plate and top panel delivery position；
Step 3：In bay window bottom plate and the assembling reinforcement of side plate position and supporting module, at the top of side plate at template construction joint
Install horn opening；
Step 4：Bottom board concrete and side plate concrete are poured successively, and its latus inframedium concrete pours at horn opening；
Step 5：Side plate concrete placings stay raft at away from 20-30mm at the top of top panel；
Step 6：Intensity and form removal of the maintenance to design with code requirement.
Preferably, the step 2 includes two kinds of situations, when side plate plate both ends located above, is set at away from end edge
Put with side plate thickness with wide construction joint, and install one piece of oblique template in step 3 and form horn opening；When side plate position
In the middle part of top panel, then set in the side plate and top panel junction with side plate thickness with wide construction joint, and in step 3
Install two pieces of oblique templates and form horn opening.
Preferably, pervibration is stretched at construction joint with small-sized vibrating spear while pouring concrete in the step 4.
Preferably, raft is not stayed after concrete is poured in the step 5, and is mended at top panel construction joint with high one-level concrete joint filling
It is real.
Preferably, construction joint width is 100mm in the step 1.
Compared with prior art, the present invention can obtain following technique effect：
1. the bay window concrete forming process of the present invention pours to be secondary, bay window bottom plate and the shaping of side plate one-time-concreting, solve
The problems such as plate and vertical plate junction occur above bay window honeycomb, pitted skin, dew muscle and other secondary constructions, technical matters
Simply, cost of manufacture bottom, with traditional handicraft to than substantial amounts of material can be saved, realize that bay window concrete Forming Quality controls.
2. the template installed before one-time-concreting of the present invention includes horn opening, the program has ensured that side plate pours complete
Whole property, concrete is trickled down when preventing from pouring, and causes to waste, and improves operating efficiency.
3. pervibration, program solution are stretched at construction joint with small-sized vibrating spear while concrete is poured in the step 4
Traditional construction of having determined vibrator can not go deep into pervibration, generally only vibrated at hole vertical plate reinforcing bar or shaken on the outside of template
Smash, the problem of can not effectively making concrete vibration compacting.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, come for those of ordinary skill in the art
Say, on the premise of not paying creative work, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the first bay window schematic diagram.
Fig. 2 is the first bay window sectional view.
Fig. 3 is second of bay window schematic diagram.
Fig. 4 is second of bay window sectional view.
Wherein：1. construction joint, 2. reinforcing bars, 3. horn openings, 4. templates, 5. bay windows, 6. oblique templates.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
Below in conjunction with the accompanying drawings and specific embodiment is further described to the application principle of the present invention.
Embodiment 1
As depicted in figs. 1 and 2, a kind of bay window concrete Forming Quality control construction method, including with same floor plate one-time-concreting
Plate above shaping, bay window bottom plate and side plate one-time-concreting are molded, and the template 4 installed before one-time-concreting includes horn opening
3。
Wherein：A kind of described bay window concrete Forming Quality control construction method, comprises the following steps：
Step 1：Above bay window 5 at the top of plate with side plate junction indwelling construction joint 1；
Step 2：Determine bay window side plate and top panel delivery position；
Step 3：In bay window bottom plate and side plate position assembling reinforcement 2 and supporting module 4, the template construction joint 1 at the top of side plate
Place installs horn opening 3；
Step 4：Bottom board concrete and side plate concrete are poured successively, and its latus inframedium concrete pours at horn opening 3；
Step 5：Side plate concrete placings stay raft at away from 20mm at the top of top panel；
Step 6：Intensity and form removal of the maintenance to design with code requirement.
The present embodiment latus inframedium plate both ends located above, away from end edge set with side plate thickness with wide construction joint
1, and install one piece of oblique template 6 in step 3 and form horn opening 3；Wherein：While concrete being poured in the step 4
Pervibration is stretched at construction joint with small-sized vibrating spear, construction joint width is 100mm in the step 1.
Embodiment 2
As depicted in figs. 1 and 2, a kind of bay window concrete Forming Quality control construction method, including with same floor plate one-time-concreting
Plate above shaping, bay window bottom plate and side plate one-time-concreting are molded, and the template installed before one-time-concreting includes horn opening
3。
Wherein：A kind of described bay window concrete Forming Quality control construction method, comprises the following steps：
Step 1：Above bay window 5 at the top of plate with side plate junction indwelling construction joint 1；
Step 2：Determine bay window side plate and top panel delivery position；
Step 3：In bay window bottom plate and side plate position assembling reinforcement 2 and supporting module 4, the template construction joint at the top of side plate
Place installs horn opening 3；
Step 4：Bottom board concrete and side plate concrete are poured successively, and its latus inframedium concrete pours at horn opening 3；
Step 5：Raft is not stayed after pouring concrete, and is mended in fact with high one-level concrete joint filling at top panel construction joint 1；
Step 6：Intensity and form removal of the maintenance to design with code requirement.
The present embodiment latus inframedium plate both ends located above, away from end edge set with side plate thickness with wide construction joint
1, and install one piece of oblique template 6 in step 3 and form horn opening 3；Wherein：While concrete being poured in the step 4
Pervibration is stretched at construction joint with small-sized vibrating spear, construction joint width is 100mm in the step 1.
Embodiment 3
As shown in Figure 3 and Figure 4, a kind of bay window concrete Forming Quality control construction method, including with same floor plate one-time-concreting
Plate above shaping, bay window bottom plate and side plate one-time-concreting are molded, and the template installed before one-time-concreting includes horn opening
3。
Wherein：A kind of described bay window concrete Forming Quality control construction method, comprises the following steps：
Step 1：Above bay window 5 at the top of plate with side plate junction indwelling construction joint 1；
Step 2：Determine bay window side plate and top panel delivery position；
Step 3：In bay window bottom plate and side plate position assembling reinforcement 2 and supporting module 4, the template construction joint at the top of side plate
Place installs horn opening 3；
Step 4：Bottom board concrete and side plate concrete are poured successively, and its latus inframedium concrete pours at horn opening 3；
Step 5：Side plate concrete placings stay raft at away from 30mm at the top of top panel；
Step 6：Intensity and form removal of the maintenance to design with code requirement.
It is in the middle part of the present embodiment latus inframedium plate located above, then same with side plate thickness in the side plate and the setting of top panel junction
Wide construction joint 1, and install two pieces of oblique templates 6 in step 3 and form horn opening；Wherein：Poured in the step 4
Pervibration is stretched at construction joint with small-sized vibrating spear while concrete, construction joint width is 100mm in the step 1.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit requires rather than described above limits, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.Any reference in claim should not be considered as to the involved claim of limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (6)
1. a kind of bay window concrete Forming Quality controls construction method, including with plate above the shaping of same floor plate one-time-concreting, it is special
Sign is：Bay window bottom plate and side plate one-time-concreting are molded, and the template installed before one-time-concreting includes horn opening.
2. a kind of bay window concrete Forming Quality control construction method according to claim 1, it is characterised in that including following step
Suddenly：
Step 1：Above bay window at the top of plate with side plate junction indwelling construction joint；
Step 2：Determine bay window side plate and top panel delivery position；
Step 3：In bay window bottom plate and the assembling reinforcement of side plate position and supporting module, installed at the top of side plate at template construction joint
Horn opening；
Step 4：Bottom board concrete and side plate concrete are poured successively, and its latus inframedium concrete pours at horn opening；
Step 5：Side plate concrete placings stay raft at away from 20-30mm at the top of top panel；
Step 6：Intensity and form removal of the maintenance to design with code requirement.
A kind of 3. bay window concrete Forming Quality control construction method according to claim 2, it is characterised in that：The step 2
Include two kinds of situations, when side plate plate both ends located above, away from being set at end edge with side plate thickness with wide construction joint,
And one piece of oblique template is installed in step 3 and forms horn opening；In the middle part of side plate plate located above, then the side plate with
Top panel junction is set with side plate thickness with wide construction joint, and install in step 3 two pieces of oblique templates formed it is tubaeform
Opening.
A kind of 4. bay window concrete Forming Quality control construction method according to claim 2, it is characterised in that：The step 4
In pervibration is stretched at construction joint with small-sized vibrating spear while pour concrete.
A kind of 5. bay window concrete Forming Quality control construction method according to claim 2, it is characterised in that：The step 5
In pour raft do not stayed after concrete, and mended with high one-level concrete joint filling at top panel construction joint real.
A kind of 6. bay window concrete Forming Quality control construction method according to claim 2, it is characterised in that：The step 1
Middle construction joint width is 100mm.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710662519.XA CN107558732B (en) | 2017-08-04 | 2017-08-04 | A kind of bay window concrete Forming Quality control construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710662519.XA CN107558732B (en) | 2017-08-04 | 2017-08-04 | A kind of bay window concrete Forming Quality control construction method |
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| CN107558732A true CN107558732A (en) | 2018-01-09 |
| CN107558732B CN107558732B (en) | 2019-10-29 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203008372U (en) * | 2013-03-06 | 2013-06-19 | 陕西建工集团第五建筑工程有限公司 | Construction structure molded by fluttered window plate, insulation plate and drip line at a time |
| CN103669562A (en) * | 2013-12-18 | 2014-03-26 | 北京城建六建设集团有限公司 | Cantilever bay window board concrete overall pouring structure and construction method thereof |
| CN203603472U (en) * | 2013-12-04 | 2014-05-21 | 韩继文 | On-site pouring formwork of European-style balcony bay window |
| CN105113789A (en) * | 2015-09-20 | 2015-12-02 | 刘其标 | Bare concrete bay window steel formwork structural body device |
| CN106988468A (en) * | 2017-05-19 | 2017-07-28 | 深圳市中邦(集团)建设总承包有限公司 | A kind of curved surface roofing bay window and its construction method |
-
2017
- 2017-08-04 CN CN201710662519.XA patent/CN107558732B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203008372U (en) * | 2013-03-06 | 2013-06-19 | 陕西建工集团第五建筑工程有限公司 | Construction structure molded by fluttered window plate, insulation plate and drip line at a time |
| CN203603472U (en) * | 2013-12-04 | 2014-05-21 | 韩继文 | On-site pouring formwork of European-style balcony bay window |
| CN103669562A (en) * | 2013-12-18 | 2014-03-26 | 北京城建六建设集团有限公司 | Cantilever bay window board concrete overall pouring structure and construction method thereof |
| CN105113789A (en) * | 2015-09-20 | 2015-12-02 | 刘其标 | Bare concrete bay window steel formwork structural body device |
| CN106988468A (en) * | 2017-05-19 | 2017-07-28 | 深圳市中邦(集团)建设总承包有限公司 | A kind of curved surface roofing bay window and its construction method |
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| CN107558732B (en) | 2019-10-29 |
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