CN109853956A - Residential building construction method - Google Patents
Residential building construction method Download PDFInfo
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- CN109853956A CN109853956A CN201910284697.2A CN201910284697A CN109853956A CN 109853956 A CN109853956 A CN 109853956A CN 201910284697 A CN201910284697 A CN 201910284697A CN 109853956 A CN109853956 A CN 109853956A
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Abstract
The invention discloses a kind of residential building construction method, each layer of construction of residential building includes reinforcing bar binding, the lifting of prefabricated filled-in panel, branch aluminum alloy mould plate, casting concrete step；Reinforcing bar step of ligation are as follows: bind shear force wall reinforcing steel bar and constructional column reinforcing bar according to design drawing；Prefabricated filled-in panel lifts step are as follows: lifts the prefabricated filled-in panel prepared according to design drawing to installation site；Prefabricated one face wall of filled-in panel is an entirety, and the upper and lower side of prefabricated filled-in panel is straight line, and the left and right stile of prefabricated filled-in panel reserves anchor lacing wire；The stile that prefabricated filled-in panel is connected with shear wall is straight line；The stile that prefabricated filled-in panel is connected with constructional column is the fold-line edge to match with constructional column side wall；Branch aluminum alloy mould plate step are as follows: main body site concrete and constructional column aluminum alloy mould plate synchronously complete；Casting concrete step are as follows: main body site concrete and constructional column one-pass molding.The invention has the advantages that eliminating plastering process, the duration is shortened.
Description
Technical field
The present invention relates to architecture construction methods, more particularly, to residential building construction method.
Background technique
Currently, high residential building mostly uses greatly shear wall structure, wall is divided to two kinds, and one is shear walls, plays load-bearing effect,
Another kind is filling wall, mainly plays compartmentation.Currently, the construction technology process of high residential building routine is: reinforcing bar binding →
Template → casting concrete → demoulding → secondary structure construction；It first constructs load-carrying members (including shear wall, stair, floor, beam
Deng), then non bearing structure of constructing, non bearing structure include constructional column, collar tie beam, filling wall etc., also known as secondary structure.Secondary knot
Structure need to construct after the completion of main structure (load-carrying members), and working procedure is complicated.Secondary structure building wall is needed block
The construction materials such as block, mortar are carried upstairs by vertical transportation machinery, and when masonry needs to set up inner wall scaffold, secondary structure structure
It makes column and still needs to formwork, assembling reinforcement, sealing anti-bank in toilet needs cast-in-place in advance, and water power set aside pre-embedded need to follow that build process same
Step construction, excessively beam prefabricated or cast-in-place etc., time-consuming, and process is more.Meanwhile it being needed after the completion of main structure and secondary structure construction
Plastering, plastering engineering is the thing of a labor intensive and resource in house building course, and main function is levelling.Cause
There are relatively large deviation, the requirement of finishing is not achieved in degree of plainness for wall surface, verticality, needs to use sand for main structure and secondary structure construction
Slurry progress is levelling, there is the saying of " homogeneous is mud "；Plastering engineering belongs to wet construction, and construction environment is poor, " goes all the time
Plastering ", " subtracting plastering " are the directions of construction industry technology development.
Existing aluminum alloy mould plate technology is the technology that main structure exempts from plastering, and the template precision is high, shear wall mould
Plate uses aluminum alloy mould plate, its wall leveling degree and verticality can reach the standard of finishes after demoulding, to exempt plastering.But
It is, because the house type of every house is different, to cause aluminum alloy mould plate model used in every house different.According to statistics, one
The completion of aluminum alloy mould plate used by residence building moves back in another building in use, there is 30% or so sketch plate
Block needs reconfigure, and versatility is not strong, causes to waste.
Secondary structure is substituted with prefabricated partition board, secondary structure may be implemented and exempt to plaster, and working procedure greatly reduces；
But existing deficiency is, prefabricated partition board height is mostly story height (removing deck-molding and slab thickness), and width 1000mm is left
The right side, so that there are pieces for wall, piece position is often the place for being easy cracking, and deals with more troublesome, customer complaint
It is more.Meanwhile prefabricated partition board is still to install after the completion of main structure construction, under present circumstances, is bound with main body to divide
The duration of boundary line, basis plus major project accounts for about 50%, and the duration of decoration stage accounts for about 50%, and the duration is longer.
Summary of the invention
It is an object of that present invention to provide a kind of residential building construction methods.
To achieve the above object, the present invention takes following technical proposals:
Residential building construction method of the present invention, each layer of residential building construction include reinforcing bar binding,
Prefabricated filled-in panel lifting, branch aluminum alloy mould plate, casting concrete step；
The reinforcing bar step of ligation are as follows: bind shear force wall reinforcing steel bar and constructional column reinforcing bar according to design drawing；
The prefabricated filled-in panel lifts step are as follows: lifts the prefabricated filled-in panel prepared according to design drawing to installation position
It sets；Prefabricated one face wall of filled-in panel is an entirety, and the upper and lower side of prefabricated filled-in panel is straight line, prefabricated filled-in panel
Left and right stile reserves anchor lacing wire；The stile that prefabricated filled-in panel is connected with shear wall is straight line；Prefabricated filled-in panel and construction
The stile of column linking is the fold-line edge to match with constructional column side wall, i.e., the facade that prefabricated filled-in panel is connected with constructional column is horse
Tooth raft structure；Prefabricated filled-in panel requires when prefabricated according to design drawing, by hydroelectric line, jack connector, distribution box,
Network distribution case etc. is embedded in wallboard；When design drawing has door-window opening, door-window opening is reserved on prefabricated filled-in panel；In advance
The plate face of filled-in panel processed, which requires to reach, exempts from precision of plastering, the wall bulk density and wall of aerated concrete block of prefabricated filled-in panel
Bulk density it is suitable, or lower than the bulk density of wall of aerated concrete block；If the building is prefabrication, fill
Wallboard lifting synchronous with prefabricated construction wallboard is completed；
The branch aluminum alloy mould plate step are as follows: main body site concrete and constructional column aluminum alloy mould plate synchronously complete；
The casting concrete step are as follows: main body site concrete and constructional column one-pass molding.
In the prefabricated filled-in panel lifting step, after the installation of prefabricated filled-in panel is in place, prefabricated filled-in panel with
A strata benzene plate or other flexible materials are placed between the contact surface of lintel, for discharging deformation, then bind beam steel.
The invention has the advantages that the lifting of prefabricated filled-in panel is assembled architecture construction method, can industrialized production, remove from
Plastering process saves material and artificial, substantially reduces the duration.Meanwhile equipment leasing expense, administration fee greatly reduce,
Decrease aluminum alloy mould plate sketch plate number of blocks.
Detailed description of the invention
Fig. 1 is the schematic diagram of binding shear force wall reinforcing steel bar and constructional column reinforcing bar of the present invention.
Fig. 2 is the scheme of installation of prefabricated filled-in panel of the present invention.
Fig. 3 is the prefabricated filled-in panel schematic diagram that left and right stile of the present invention is reserved with anchor lacing wire.
Fig. 4 .1 is prefabricated filled-in panel schematic diagram (figure when left and right stile of the present invention is mutually connected with shear wall respectively
In conceal anchor lacing wire).
Fig. 4 .2 is prefabricated filling wall when left stile of the present invention is connected with shear wall, right stile is connected with constructional column
Plate schematic diagram (conceals anchor lacing wire) in figure.
Fig. 4 .3 is prefabricated filled-in panel schematic diagram (figure when left and right stile of the present invention is mutually connected with constructional column respectively
In conceal anchor lacing wire).
Fig. 5 is the schematic diagram that a strata benzene plate is placed between prefabricated filled-in panel and lintel contact surface of the present invention.
Fig. 6 is the schematic diagram of branch aluminum alloy mould plate of the present invention.
Specific embodiment
It elaborates with reference to the accompanying drawing to the embodiment of the present invention, the present embodiment before being with technical solution of the present invention
It puts and is implemented, the detailed implementation method and specific operation process are given, but protection scope of the present invention is not limited to down
State embodiment.
Residential building construction method of the present invention, each layer of residential building construction include reinforcing bar binding,
Prefabricated filled-in panel lifting, branch aluminum alloy mould plate, casting concrete step.
As shown in Figure 1, the reinforcing bar step of ligation are as follows: require binding shear force wall reinforcing steel bar 1 and constructional column according to design drawing
Reinforcing bar 2.
As shown in Fig. 2, the prefabricated filled-in panel lifts step are as follows: the prefabricated filled-in panel that will be prepared according to design drawing
3 lift to installation site；Prefabricated filled-in panel 3 is overall structure；As shown in figure 3, the upper and lower Bian Weizhi of prefabricated filled-in panel 3
The left and right stile on line side, prefabricated filled-in panel 3 reserves anchor lacing wire 4.
The left and right stile of prefabricated filled-in panel 3 has 3 kinds of structures:
When the left and right stile of prefabricated filled-in panel 3 is mutually connected with shear wall respectively, as shown in Fig. 4 .1, prefabricated filled-in panel 3
Left and right stile is straight line；
When a left side (or right) stile of prefabricated filled-in panel 3 is connected with shear wall, right (or left) stile is connected with constructional column, such as scheme
Shown in 4.2, the left side of prefabricated filled-in panel 3 (or right) stile is straight line, and the right side (or left) stile of prefabricated filled-in panel 3 is and structure
The fold-line edge that column side wall matches is made, i.e., the facade that prefabricated filled-in panel 3 is connected with constructional column is 5 structure of horse tooth trough；
When the left and right stile of prefabricated filled-in panel 3 is mutually connected with constructional column respectively, as shown in Fig. 4 .3, prefabricated filled-in panel 3
Left and right stile is the fold-line edge to match with constructional column side wall, i.e., the left and right facade that prefabricated filled-in panel 3 is connected with constructional column
It is 5 structure of horse tooth trough.
Prefabricated filled-in panel 3 requires when prefabricated according to design drawing, by hydroelectric line, jack connector, distribution box,
Network distribution case is embedded in wallboard；When design drawing has door-window opening, door-window opening is reserved on prefabricated filled-in panel 3；In advance
The plate face of filled-in panel 3 processed, which requires to reach, exempts from precision of plastering, the wall bulk density and aerated concrete block work of prefabricated filled-in panel 3
The bulk density of body is suitable, or lower than the bulk density of wall of aerated concrete block.
After prefabricated filled-in panel 3 is installed in place, a strata benzene plate is placed between prefabricated filled-in panel 3 and the contact surface of beam
6 or other flexible materials, then release deformation binds beam steel 7, as shown in Figure 5.
As shown in fig. 6, the branch aluminum alloy mould plate step are as follows: supported shear wall aluminum alloy mould plate 8.1, beam aluminum alloy mould plate
8.2, floor aluminum alloy mould plate 8.3, constructional column aluminum alloy mould plate 8.4 synchronously complete.
The casting concrete step are as follows: shear wall, beam, floor, stair and the cast-in-place main structure one-pass molding of constructional column.
Engineering method of the present invention only remains roofing, exterior wall, toilet warterproof, Gong Qu when blank after house main body binds hands over room
The construction operations such as hard-cover can reach requirements for completion in 30-50 days after main body binds.With conventional construction method ratio, i.e., according to house base
Plinth adds main body and decoration stage respectively to account for 50% calculating time claimed, and the duration shortens nearly 40%.
Engineering method of the present invention is mainly prefabricated filling wall assembly, and therefore, main body load-carrying members still can be cast-in-place, shock resistance
Do not weaken；The prefabricated filled-in panel is equally applicable to assembled architecture, also, according to existing cast-in-place residential structure drawing, leads to
A design alteration notification sheet is crossed, filling wall can be changed to prefabricated filled wall, cast-in-place house becomes assembled architecture, nothing
It needs to redesign.
Engineering method of the present invention is used if from the beginning a house designs, structural computational model, calculation method have no to change, if
Meter personnel can design without relearning new knowledge.
Engineering method of the present invention uses aluminum alloy mould plate, and aluminum alloy mould plate overlap is changeable, therefore versatility is stronger, subtracts
Non-standard piece of quantity is lacked.
It is provided according to specification, filled wall length, which is greater than 5 meters, need to be arranged constructional column, and maximum wall is 5 meters long, and house fills wall
Highly 2.5 ~ 2.7 meters.Therefore, the bulk density of the prefabricated filled-in panel of the present invention is controlled in 500kg/m3When left and right, i.e., 5 meters × 2.7
Rice × 0.2 meter × 500kg/m3=1350kg, common 5013 tower crane can lift.
Engineering method of the present invention eliminates plastering process, equal to resource input is reduced, has saved valuable river sand and cement money
Source, while reducing artificial.If the prefabricated filled-in panel in the present invention is using industrialization batch-order production, working efficiency and use
Work amount can be reduced, and mechanization degree is high, and labor intensity mitigates significantly.
Claims (2)
1. a kind of residential building construction method, it is characterised in that: each layer of construction of the residential building includes reinforcing bar
Binding, the lifting of prefabricated filled-in panel, branch aluminum alloy mould plate, casting concrete step；
The reinforcing bar step of ligation are as follows: bind shear force wall reinforcing steel bar and constructional column reinforcing bar according to design drawing；
The prefabricated filled-in panel lifts step are as follows: lifts the prefabricated filled-in panel prepared according to design drawing to installation position
It sets；Prefabricated one face wall of filled-in panel is an entirety, and the upper and lower side of prefabricated filled-in panel is straight line, prefabricated filled-in panel
Left and right stile reserves anchor lacing wire；The stile that prefabricated filled-in panel is connected with shear wall is straight line；Prefabricated filled-in panel and construction
The stile of column linking is the fold-line edge to match with constructional column side wall, i.e., the facade that prefabricated filled-in panel is connected with constructional column is horse
Tooth raft structure；Prefabricated filled-in panel requires when prefabricated according to design drawing, by hydroelectric line, jack connector, distribution box,
Network distribution case is embedded in wallboard；When design drawing has door-window opening, door-window opening is reserved on prefabricated filled-in panel；It is prefabricated
The plate face of filled-in panel, which requires to reach, exempts from precision of plastering, the wall bulk density of prefabricated filled-in panel and wall of aerated concrete block
Bulk density is suitable, or lower than the bulk density of wall of aerated concrete block；If the building is prefabrication, prefabricated to fill out
Wallboard lifting synchronous with the prefabricated construction wallboard is filled to complete；
The branch aluminum alloy mould plate step are as follows: main body site concrete and constructional column aluminum alloy mould plate synchronously complete；
The casting concrete step are as follows: main body site concrete and constructional column one-pass molding.
2. residential building construction method according to claim 1, it is characterised in that: the prefabricated filled-in panel lifting step
In rapid, after the installation of prefabricated filled-in panel is in place, a strata benzene plate is placed between prefabricated filled-in panel and the contact surface of lintel
Or then other flexible materials bind beam steel for discharging deformation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910284697.2A CN109853956A (en) | 2019-04-10 | 2019-04-10 | Residential building construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910284697.2A CN109853956A (en) | 2019-04-10 | 2019-04-10 | Residential building construction method |
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| CN109853956A true CN109853956A (en) | 2019-06-07 |
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ID=66903578
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| CN201910284697.2A Pending CN109853956A (en) | 2019-04-10 | 2019-04-10 | Residential building construction method |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110259126A (en) * | 2019-06-28 | 2019-09-20 | 深圳市科羿科技有限公司 | A kind of assembled architecture construction method |
| CN110512831A (en) * | 2019-09-02 | 2019-11-29 | 李良发 | A kind of construction method of the public ventilation shaft of civil building |
| CN112878665A (en) * | 2021-01-19 | 2021-06-01 | 中天建设集团有限公司 | ALC (autoclaved lightweight concrete) plate and main body synchronous construction structure and construction method |
| CN113427628A (en) * | 2021-06-30 | 2021-09-24 | 江苏华伟佳建材科技有限公司 | Light self-insulation concrete wallboard and processing and construction method thereof |
| CN113719137A (en) * | 2021-09-29 | 2021-11-30 | 徐红伟 | Construction engineering secondary structure and masonry engineering and main body engineering synchronous construction method |
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| CN206693451U (en) * | 2017-04-24 | 2017-12-01 | 烟台金田科技有限公司 | A kind of modularization lift-on/lift-off type fills wall |
| CN108457469A (en) * | 2017-02-21 | 2018-08-28 | 黄靓 | A kind of concrete structure construction method with assembled masonry filler wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108457469A (en) * | 2017-02-21 | 2018-08-28 | 黄靓 | A kind of concrete structure construction method with assembled masonry filler wall |
| CN206693451U (en) * | 2017-04-24 | 2017-12-01 | 烟台金田科技有限公司 | A kind of modularization lift-on/lift-off type fills wall |
Non-Patent Citations (2)
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259126A (en) * | 2019-06-28 | 2019-09-20 | 深圳市科羿科技有限公司 | A kind of assembled architecture construction method |
| CN110512831A (en) * | 2019-09-02 | 2019-11-29 | 李良发 | A kind of construction method of the public ventilation shaft of civil building |
| CN110512831B (en) * | 2019-09-02 | 2021-03-23 | 李良发 | Construction method of public ventilation pipeline of civil building |
| CN112878665A (en) * | 2021-01-19 | 2021-06-01 | 中天建设集团有限公司 | ALC (autoclaved lightweight concrete) plate and main body synchronous construction structure and construction method |
| CN113427628A (en) * | 2021-06-30 | 2021-09-24 | 江苏华伟佳建材科技有限公司 | Light self-insulation concrete wallboard and processing and construction method thereof |
| CN113719137A (en) * | 2021-09-29 | 2021-11-30 | 徐红伟 | Construction engineering secondary structure and masonry engineering and main body engineering synchronous construction method |
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Application publication date: 20190607 |
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