CN111364603A - Construction method for concrete floating window plate on outer vertical surface of building - Google Patents
Construction method for concrete floating window plate on outer vertical surface of building Download PDFInfo
- Publication number
- CN111364603A CN111364603A CN202010178236.XA CN202010178236A CN111364603A CN 111364603 A CN111364603 A CN 111364603A CN 202010178236 A CN202010178236 A CN 202010178236A CN 111364603 A CN111364603 A CN 111364603A
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- window plate
- construction
- floating window
- concrete
- steel bars
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- 238000010276 construction Methods 0.000 title claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 238000009415 formwork Methods 0.000 claims abstract description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 8
- 238000012423 maintenance Methods 0.000 claims abstract description 5
- 238000005259 measurement Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 10
- 230000003014 reinforcing effect Effects 0.000 description 5
- 230000007547 defect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention relates to the technical field of construction of a floating window plate, in particular to a construction method of a concrete floating window plate on an outer vertical surface of a building. The method comprises the following steps: s1, measuring and paying off, and binding steel bars according to design requirements; s2, erecting a template on the upper bay window plate, and reserving a lower bay window plate steel bar; s3, pouring concrete according to the design requirement and maintaining; s4, removing the formwork after the concrete achieves the formwork removal adjustment; s5, performing secondary construction on the lower floating window plate; and S6, after the construction of the lower floating window plate is finished, checking and accepting. When the main structure is constructed, the window boards floating on the outer vertical surface of the building are constructed with floors synchronously, reinforcing steel bars are reserved on the lower floating window boards, and construction is carried out after the same-layer templates are dismantled. The method can accelerate the construction progress, effectively control the quality of each process, achieve the one-time excellent project, greatly reduce the later maintenance cost and reduce the pressure of the construction period. The method is mainly applied to the construction of the window board on the outer vertical surface of the building.
Description
Technical Field
The invention relates to the technical field of construction of a floating window plate, in particular to a construction method of a concrete floating window plate on an outer vertical surface of a building.
Background
The upper and lower plates of the bay window are used as a cast-in-place concrete cantilever structure, and the traditional construction method comprises two steps: firstly, in order to pursue the surface construction progress, the horizontal reinforcing bar of the cantilever plate is reserved on the upper and lower plates of the bay window during wall body construction, and after the wall body concrete pouring is completed, the cantilever member is poured independently, the construction process has the defects that the positions of the embedded reinforcing bars of the upper and lower plates are inaccurate simultaneously, the cross operation and the template reinforcement are still existed in the secondary construction, and the real construction progress is delayed. The construction process is synchronous with the main structure on the same layer, and the construction process is slow due to cross operation at the position; and the lower floating window plate overhanging steel bar is seriously trampled, so that the steel bar protective layer is too large, and the quality defects of the overhanging plate, such as bearing capacity, durability, section size deviation, concrete honeycomb pitted surface, insufficient arching, poor flatness and the like, are overcome.
Therefore, how to quickly finish the construction of the concrete floating window plate on the outer surface of the building with quality and quantity conservation is a technical problem which needs to be solved urgently by technical personnel in the field.
Disclosure of Invention
In order to overcome the defects in the prior art, the invention provides the construction method of the building external facade concrete bay window plate, which effectively accelerates the construction progress, controls the construction quality of each procedure and reduces the construction period pressure.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows:
a construction method of a concrete floating window plate on the outer facade of a building comprises the following steps:
s1, measuring and paying off, and binding steel bars according to design requirements;
s2, erecting a template on the upper bay window plate, and reserving a lower bay window plate steel bar;
s3, pouring concrete according to the design requirement and maintaining;
s4, removing the formwork after the concrete achieves the formwork removal adjustment;
s5, performing secondary construction on the lower floating window plate;
and S6, after the construction of the lower floating window plate is finished, checking and accepting.
In the step S1, during the construction of the main body structure, measurement and paying-off are carried out in advance, reinforcing steel bars are bound according to design requirements, and the lower bay window plate is pre-stressed with longitudinal reinforcing steel bars.
In the step S2, according to the elevation control line, the upper bay window is supported by a formwork, and the reinforcing steel bars are reserved at the lower bay window plate position, so that the wall body formwork is supported to 150mm below the bay window plates.
In the step S5, after the mould is removed, a control line with the lower elevation of 200mm of the lower bay window plate is guided and measured to the inner wall surface and the outer wall surface of the position, after the stubble connecting part is roughened, the reserved steel bars of the lower bay window plate are aligned and the steel bars are bound according to the design requirement, the support frame is utilized to reinforce the mould plate, and concrete pouring and maintenance are carried out.
In the step S6, after the downward floating window plate reaches the mold removal condition, mold removal and acceptance check are performed.
Compared with the prior art, the method has the beneficial effects that:
go up and waft the luffer boards and construct with the floor is in step, waft the luffer boards down and postpone in the same floor major structure construction, can accelerate the construction progress, control the quality of every process effectively, accomplish the engineering once and become excellent, the later stage maintenance cost that significantly reduces alleviates time limit for a project pressure.
Drawings
FIG. 1 is a construction flow chart of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1, a construction method of a concrete floating window plate on the outer facade of a building comprises the following steps:
s1, measuring and paying off, and binding steel bars according to design requirements;
s2, erecting a template on the upper bay window plate, and reserving a lower bay window plate steel bar;
s3, pouring concrete according to the design requirement and maintaining;
s4, removing the formwork after the concrete achieves the formwork removal adjustment;
s5, performing secondary construction on the lower floating window plate;
and S6, after the construction of the lower floating window plate is finished, checking and accepting.
Preferably, in step S1, during the major structure construction, measure the unwrapping wire in advance, pop out bay window entrance to a cave position line and 250mm control line, draw and survey floor elevation control line, according to the lashing reinforcing bar of design requirement, the lower bay window board is longitudinal atress reinforcing bar in advance, and checks and accepts, conceals.
Preferably, in step S2, according to the elevation control line, the upper bay window is supported by a formwork, and arching is performed according to a length not less than 30mm, and after the reinforcing steel bars are reserved at the position of the lower bay window plate, the wall formwork is supported to a length 150mm below the bay window plate.
Preferably, in step S5, the control line of elevation 200mm under the lower bay window board is drawn and is surveyed to the inside and outside wall face of this department after the form removal, connects the stubble part to carry out the chisel hair after, to lower bay window board reservation reinforcing bar alignment and according to the binding steel bar of design requirement to examine and accept, conceal, utilize the support frame to consolidate the template, examine and accept qualified after, carry out concrete placement, maintenance according to the design requirement.
Preferably, in step S6, after the downward floating window plate reaches the mold removal condition, the mold removal acceptance is performed.
Although only the preferred embodiments of the present invention have been described in detail, the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art, and all changes are encompassed in the scope of the present invention.
Claims (5)
1. A construction method for concrete floating window plates on the outer facade of a building is characterized by comprising the following steps:
s1, measuring and paying off, and binding steel bars according to design requirements;
s2, erecting a template on the upper bay window plate, and reserving a lower bay window plate steel bar;
s3, pouring concrete according to the design requirement and maintaining;
s4, removing the formwork after the concrete achieves the formwork removal adjustment;
s5, performing secondary construction on the lower floating window plate;
and S6, after the construction of the lower floating window plate is finished, checking and accepting.
2. The construction method of the concrete floating window plate on the building outer facade according to claim 1, characterized in that: in the step S1, during the construction of the main body structure, measurement and paying-off are carried out in advance, reinforcing steel bars are bound according to design requirements, and the lower bay window plate is pre-stressed with longitudinal reinforcing steel bars.
3. The construction method of the concrete floating window plate on the building outer facade according to claim 1, characterized in that: in the step S2, according to the elevation control line, the upper bay window is supported by a formwork, and the reinforcing steel bars are reserved at the lower bay window plate position, so that the wall body formwork is supported to 150mm below the bay window plates.
4. The construction method of the concrete floating window plate on the building outer facade according to claim 1, characterized in that: in the step S5, after the mould is removed, a control line with the lower elevation of 200mm of the lower bay window plate is guided and measured to the inner wall surface and the outer wall surface of the position, after the stubble connecting part is roughened, the reserved steel bars of the lower bay window plate are aligned and the steel bars are bound according to the design requirement, the support frame is utilized to reinforce the mould plate, and concrete pouring and maintenance are carried out.
5. The construction method of the concrete floating window plate on the building outer facade according to claim 1, characterized in that: in the step S6, after the downward floating window plate reaches the mold removal condition, mold removal and acceptance check are performed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010178236.XA CN111364603A (en) | 2020-03-14 | 2020-03-14 | Construction method for concrete floating window plate on outer vertical surface of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010178236.XA CN111364603A (en) | 2020-03-14 | 2020-03-14 | Construction method for concrete floating window plate on outer vertical surface of building |
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| Publication Number | Publication Date |
|---|---|
| CN111364603A true CN111364603A (en) | 2020-07-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010178236.XA Pending CN111364603A (en) | 2020-03-14 | 2020-03-14 | Construction method for concrete floating window plate on outer vertical surface of building |
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| CN (1) | CN111364603A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116201227A (en) * | 2023-04-18 | 2023-06-02 | 河南省金华夏建工集团股份有限公司 | Method for connecting cast-in-situ bay window top plate with H-shaped steel beam |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007070848A2 (en) * | 2005-12-14 | 2007-06-21 | Adobe Building Systems, Llc | Adobe building construction system and associated methods |
| 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 |
| CN105040974A (en) * | 2015-07-15 | 2015-11-11 | 中国建筑第二工程局有限公司 | Elastic supporting platform for bay window construction and bay window construction method |
| CN110485559A (en) * | 2019-09-18 | 2019-11-22 | 三一筑工科技有限公司 | The floating window structure and its construction method of overlapped shear wall |
-
2020
- 2020-03-14 CN CN202010178236.XA patent/CN111364603A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007070848A2 (en) * | 2005-12-14 | 2007-06-21 | Adobe Building Systems, Llc | Adobe building construction system and associated methods |
| 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 |
| CN105040974A (en) * | 2015-07-15 | 2015-11-11 | 中国建筑第二工程局有限公司 | Elastic supporting platform for bay window construction and bay window construction method |
| CN110485559A (en) * | 2019-09-18 | 2019-11-22 | 三一筑工科技有限公司 | The floating window structure and its construction method of overlapped shear wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116201227A (en) * | 2023-04-18 | 2023-06-02 | 河南省金华夏建工集团股份有限公司 | Method for connecting cast-in-situ bay window top plate with H-shaped steel beam |
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Application publication date: 20200703 |