CN101235657B - Integrated molding house construction method - Google Patents
Integrated molding house construction method Download PDFInfo
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- CN101235657B CN101235657B CN2007100034489A CN200710003448A CN101235657B CN 101235657 B CN101235657 B CN 101235657B CN 2007100034489 A CN2007100034489 A CN 2007100034489A CN 200710003448 A CN200710003448 A CN 200710003448A CN 101235657 B CN101235657 B CN 101235657B
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Abstract
The invention relates to a construction process for a house which is formed integrally, which is characterized in that mainly using steel structure, using metal expansion net as a non-dismantling formwork, using small U-shape steel as a frame to fix as the external walls of the building, controlling the concrete material proportion and finishing the casting of the whole building in one time from ground floor wall columns, second floor plate, second floor wall columns and third floor plate to roof, stair wells and parapet walls. The process of the invention can reduce the construction flow time of the house to minimum, reaches short working period of the whole project, has low cost, long life, large span, environment-friendly, easy casting, beauty shaping, and excellent leakage-proof, strong shock resistance and low affect to construction in cold days.
Description
Technical field
The present invention relates to a kind of building method of house, especially relate to the building method of integrated molding house.
Background technology
At present, the building method in house mainly comprises: 1, by building construction: after the steel work assembling was finished, the construction of body of wall was with traditional group mould, row's muscle, grouting, form removal, by the building and on finish.The easiest generation seepage of the interface of unlike material.2, body of wall is the construction of precasting assembly: after the steel work assembling was finished, the construction of body of wall by the dress construction, belonged to construction a little with precasting version block-by-block.Problem takes place in speed and interface easily.In general, present building method has following defective: 1) the building time is long, long in time limit; 2) cost height; 3) the house life-span of building is short; 4) span is little; 5) seepage, not environmental protection are arranged; 6) shock resistance is not good; 7) cold snap is excessive etc. to the influence of construction
Summary of the invention
The technical problem to be solved in the present invention provides the building method of integrated molding house.Use the method method can save structure and finish man-hour over half, be mainly the invention of integrating the construction of building construction level and the vertical interface of constructing, be load bearing wall invention with respect to reinforced concrete shear wall, the present invention is based on steel work, use steel expanded mesh to be the exterior wall of skeletal fixation with little U shaped steel as building as non-dismantling formwork, when control proportioning of concrete material and degree of collapsing construction from Stall wall column, second floor version, second floor wall column, three building versions until roof, staircase, parapet, whole solitary building structure is once cast and is finished; The main footpath of building construction flow process time-histories is minimized, reach the integrated engineering duration short, cost is low, the life-span is long, span is big, environmental protection is good, water put easily, moulding is beautiful, leakproof is good, shatter-proof high-quality building, refrigerant latitudes more can be reduced to minimum to the influence of construction weather.
For solving the problems of the technologies described above, the building method of integrated molding house of the present invention comprises the steps:
1, according to conventional construction method, excavation, footing, grade beam, terrace, post, beam, version order are laid and are finished whole steelframe and building version;
2, with little U shaped steel as skeletal fixation, with the plane that surrounds between building column jacket and outer intercolumniation, side bar and side bar is unit, and according to the wall thickness degree of design, exterior wall is from least 10 centimetres of beam column face outer rims, interior wall advances 5 centimetres in beam column face at least, is the minimum thickness requirement of load bearing wall; The then minimum beam column face outer rim that requires of the non of thickness below 15 centimetres is wrapped within the walls; 28～32 centimetres of little U shaped steel level intervals, horizontal direction is welded into fixedly muscle with the ribbed reinforcing bars point, and the shaped steel of all steel matter, little U shaped steel, ribbed reinforcing bars, non-dismantling formwork tie point each other are fixedly connected;
3, non-dismantling formwork is fixed on the little U shaped steel skeleton with self-tapping screw, the external mold roof height that can go directly, and form the full wafer metope all around, and internal mold is unit with the floor, surrounding the body of wall that forms with column jacket and side bar is the construction unit;
4, water and install meter and require the concrete of proportioning and degree of collapsing, incremental along building the beyond the region of objective existence wall; The exterior wall of each floor can divide to water to put for 2～3 times according to story height to be finished, irritate casting in the perforate of the version interface, building, upper end of this exterior wall during casting, water at every turn put height with concrete proportioning, degree of collapsing and the pulling capacity of exempting to tear open model hole, self-tapping screw be all relevant parameter, body of wall is finished the building version that the upper strata of casting again links, so pursue the building and upward one-body molded, interior wall also can be operated equally; Integrated requirement is reached in construction continuously.
Described non-dismantling formwork is to be fixed on the little U shaped steel skeleton by self-tapping screw, also can lay to be fixed in to hang on the little U shaped steel frame to be fixed as metope in advance again; This non-dismantling formwork is that the thick steel version volume of 3mm～6mm hangs on the automatic feeding machine, and being 45 centimetres or 60 centimetres through dilator by the expansion of 30 cm widths again through the punching and shearing machine punching is the formation rule hole; Described non-dismantling formwork can cut into many non-dismantling formworks of 45cm * 250cm, 60cm * 250cm, 45cm * 500cm or 60cm * 500cm.
Described non-dismantling formwork is that five ditches have rib steel expanded mesh or six ditches that the rib steel expanded mesh is arranged.
Described non-dismantling formwork and little U shaped steel are fixed by self-tapping screw, and the shaped steel of other steel matter, little U shaped steel, ribbed reinforcing bars, non-dismantling formwork tie point each other connect by spot welding.
The present invention is the breakthrough of integrating for construction of building construction level and vertical construction technology, and full-scale construction is one-body molded; Utilize the construction of the high concrete continuous of watertightness, do not have the interface of unlike material, not free discontinuous interface, overcome the maximum seepage shortcoming of tradition construction and reach perfect boundary.Simultaneously, with the invention of non-dismantling formwork:, make monovalent at the steel content of body of wall unit area and RC and relatively learnt better effect according to the design of shear wall as the structure load bearing wall.
Adopt method of the present invention, building construction flow process time consumption can be minimized, reach the integrated engineering duration short, cost is low, the life-span is long, span is big, environmental protection is good, water put easily, moulding is beautiful, leakproof is good, shock resistance is strong and cold snap is low to the influence of constructing.
Description of drawings
Fig. 1 is axonometric drawings such as exterior wall of the present invention unit body of wall ecto-entad;
Fig. 2 is that exterior wall of the present invention unit body of wall waits axonometric drawing from inside to outside;
Fig. 3 is skeleton of the present invention and steel structure graph of a relation, axonometric drawings such as ecto-entad;
Fig. 4 is skeleton of the present invention and steel structure graph of a relation, waits axonometric drawing from inside to outside;
Fig. 5 is outer non-dismantling formwork of the present invention and skeleton graph of a relation, i.e. the seamless exterior wall of full wafer, axonometric drawings such as ecto-entad;
Fig. 6 is outer non-dismantling formwork of the present invention and skeleton graph of a relation, and promptly the seamless exterior wall of full wafer waits axonometric drawing from inside to outside;
Fig. 7 is non-dismantling formwork and a skeleton graph of a relation in the present invention, i.e. the seamless exterior wall of full wafer, axonometric drawings such as ecto-entad;
Fig. 8 is non-dismantling formwork and a skeleton graph of a relation in the present invention, and promptly the seamless exterior wall of full wafer waits axonometric drawing from inside to outside;
Fig. 9 is side column figure of the present invention;
Figure 10 is corner post figure of the present invention;
Figure 11 is opening figure of the present invention;
Figure 12 is the little U shaped steel schematic diagram that the present invention uses;
Figure 13 is the non-dismantling formwork that the present invention uses---five ditches have the rib steel expanded mesh;
Figure 14 is the non-dismantling formwork that the present invention uses---six ditches have the rib steel expanded mesh.
The figure notation of above-mentioned accompanying drawing is described as follows:
01, building side column
02, building side bar
03, the interior U shaped steel of the little U shaped steel of skin skeleton
04, the outer U shaped steel of the little U shaped steel of skin skeleton
05, the connection steel disc of inside and outside U shaped steel
06, the ribbed reinforcing bars of interior U shaped steel horizontal coupled
07, the ribbed reinforcing bars of outer U shaped steel horizontal coupled
08, outer U shaped steel connects the ribbed reinforcing bars that is fixed in side bar
09, outer non-dismantling formwork
10, interior non-dismantling formwork
11, self-tapping screw is fixed by the Gou Chu and the little U shaped steel of non-dismantling formwork
12, interior U shaped steel and beam spot welding are fixed
13, outer U shaped steel connects the ribbed reinforcing bars that is fixed in side column
14, concrete
15, cement mortar is whitewashed
16, paint or other decoration finished surface
17, directly connect little U shaped steel and shaped steel with ribbed reinforcing bars spot welding
18, the reinforcement ribbed reinforcing bars of window tapping
19, window
20, the reinforcement ribbed reinforcing bars of door tapping
21, door
22, the reinforcement ribbed reinforcing bars of corner
The specific embodiment
Embodiment 1
The building method of integrated molding house of the present invention comprises the steps:
A, according to conventional construction method, excavation, footing, grade beam, terrace, post, beam, version order are laid and are finished whole steelframe and building version;
B, with little U shaped steel as skeletal fixation, be unit with the plane that surrounds between building column jacket and outer intercolumniation, side bar and side bar, according to the design the wall thickness degree, exterior wall is from 10 centimetres of beam column face outer rims, interior wall advances 5 centimetres in beam column face; The then minimum beam column face outer rim that requires of the non of thickness below 15 centimetres is wrapped within the walls; 28 centimetres of little U shaped steel level intervals, horizontal direction is welded into fixedly muscle with the ribbed reinforcing bars point, described non-dismantling formwork and little U shaped steel are fixed by self-tapping screw, and the shaped steel of other steel matter, little U shaped steel, ribbed reinforcing bars, non-dismantling formwork tie point each other connect by spot welding;
C, non-dismantling formwork is fixed on the little U shaped steel skeleton with self-tapping screw, the external mold roof height that can go directly, and form the full wafer metope all around, and internal mold is unit with the floor, surrounding the body of wall that forms with column jacket and side bar is the construction unit;
D, water and install meter and require the concrete of proportioning and degree of collapsing, incremental along building the beyond the region of objective existence wall; The exterior wall of each floor can divide to water to put for 2 times according to story height to be finished, irritate casting in the perforate of the version interface, building, upper end of this exterior wall during casting, water at every turn put height with concrete proportioning, degree of collapsing and the pulling capacity of exempting to tear open model hole, self-tapping screw be all relevant parameter, body of wall is finished the building version that the upper strata of casting again links, so pursue the building and upward one-body molded, interior wall also can be operated equally; Integrated requirement is reached in construction continuously.
Described non-dismantling formwork is to be fixed on the little U shaped steel skeleton with self-tapping screw, also can lay to be fixed in to hang on the little U shaped steel frame to be fixed as metope in advance again; This non-dismantling formwork is that the thick steel version volume of 3mm hangs on the automatic feeding machine, and being 45 centimetres through dilator by the expansion of 30 cm widths again through the punching and shearing machine punching is the formation rule hole, and described non-dismantling formwork cuts into the non-dismantling formwork of 45cm * 250cm.
Described non-dismantling formwork is that five ditches have the rib steel expanded mesh.
Embodiment 2
The building method of integrated molding house of the present invention comprises the steps:
A, according to conventional construction method, excavation, footing, grade beam, terrace, post, beam, version order are laid and are finished whole steelframe and building version;
B, with little U shaped steel as skeletal fixation, be unit with the plane that surrounds between building column jacket and outer intercolumniation, side bar and side bar, according to the design the wall thickness degree, exterior wall is from 12 centimetres of beam column face outer rims, interior wall advances 6 centimetres in beam column face; The then minimum beam column face outer rim that requires of the non of thickness below 15 centimetres is wrapped within the walls; 30 centimetres of little U shaped steel level intervals, horizontal direction is welded into fixedly muscle with the ribbed reinforcing bars point; Described non-dismantling formwork and little U shaped steel are fixed by self-tapping screw, and the shaped steel of other steel matter, little U shaped steel, ribbed reinforcing bars, non-dismantling formwork tie point each other connect by spot welding;
C, non-dismantling formwork is fixed on the little U shaped steel skeleton with self-tapping screw, the external mold roof height that can go directly, and form the full wafer metope all around, and internal mold is unit with the floor, surrounding the body of wall that forms with column jacket and side bar is the construction unit;
D, water and install meter and require the concrete of proportioning and degree of collapsing, incremental along building the beyond the region of objective existence wall; The exterior wall of each floor divides to water to put for 3 times according to story height to be finished, irritate casting in the perforate of the version interface, building, upper end of this exterior wall during casting, water at every turn put height with concrete proportioning, degree of collapsing and the pulling capacity of exempting to tear open model hole, self-tapping screw be all relevant parameter, body of wall is finished the building version that the upper strata of casting again links, so pursue the building and upward one-body molded, interior wall also can be operated equally; Integrated requirement is reached in construction continuously.
Described non-dismantling formwork is to be fixed on the little U shaped steel skeleton with self-tapping screw, also can lay to be fixed in to hang on the little U shaped steel frame to be fixed as metope in advance again; This non-dismantling formwork is that the thick steel version volume of 6mm hangs on the automatic feeding machine, and being 45 centimetres through dilator by the expansion of 30 cm widths again through the punching and shearing machine punching is the formation rule hole, and described non-dismantling formwork is the non-dismantling formwork of 45cm * 500cm.
Described non-dismantling formwork is that six ditches have the rib steel expanded mesh.
Embodiment 3
The building method of integrated molding house of the present invention comprises the steps:
A, according to conventional construction method, excavation, footing, grade beam, terrace, post, beam, version order are laid and are finished whole steelframe and building version;
B, with little U shaped steel as skeletal fixation, be unit with the plane that surrounds between building column jacket and outer intercolumniation, side bar and side bar, according to the design the wall thickness degree, exterior wall is from 14 centimetres of beam column face outer rims, interior wall advances 7 centimetres in beam column face, is the minimum thickness requirement of load bearing wall; The then minimum beam column face outer rim that requires of the non of thickness below 15 centimetres is wrapped within the walls; 32 centimetres of little U shaped steel level intervals, horizontal direction is welded into fixedly muscle with the ribbed reinforcing bars point; Described non-dismantling formwork and little U shaped steel are fixed by self-tapping screw, and the shaped steel of other steel matter, little U shaped steel, ribbed reinforcing bars, non-dismantling formwork tie point each other connect by spot welding;
C, non-dismantling formwork is fixed on the little U shaped steel skeleton with self-tapping screw, the external mold roof height that can go directly, and form the full wafer metope all around, and internal mold is unit with the floor, surrounding the body of wall that forms with column jacket and side bar is the construction unit;
D, water and install meter and require the concrete of proportioning and degree of collapsing, incremental along building the beyond the region of objective existence wall; The exterior wall of each floor can divide to water to put for 2 times according to story height to be finished, irritate casting in the perforate of the version interface, building, upper end of this exterior wall during casting, water at every turn put height with concrete proportioning, degree of collapsing and the pulling capacity of exempting to tear open model hole, self-tapping screw be all relevant parameter, body of wall is finished the building version that the upper strata of casting again links, so pursue the building and upward one-body molded, interior wall also can be operated equally; Integrated requirement is reached in construction continuously.
Described non-dismantling formwork is to be fixed on the little U shaped steel skeleton with self-tapping screw, also can lay to be fixed in to hang on the little U shaped steel frame to be fixed as metope in advance again; This non-dismantling formwork is that the thick steel version volume of 4.5mm hangs on the automatic feeding machine, and being 60 centimetres through dilator by the expansion of 30 cm widths again through the punching and shearing machine punching is the formation rule hole, and described non-dismantling formwork is many non-dismantling formworks of 60cm * 250cm.
Described non-dismantling formwork is that five ditches have the rib steel expanded mesh;
The building method of integrated molding house of the present invention comprises the steps:
A, according to conventional construction method, excavation, footing, grade beam, terrace, post, beam, version order are laid and are finished whole steelframe and building version;
B, with little U shaped steel as skeletal fixation, be unit with the plane that surrounds between building column jacket and outer intercolumniation, side bar and side bar, according to the design the wall thickness degree, exterior wall is from 16 centimetres of beam column face outer rims, interior wall advances 8 centimetres in beam column face at least; The then minimum beam column face outer rim that requires of the non of thickness below 15 centimetres is wrapped within the walls; 30 centimetres of little U shaped steel level intervals, horizontal direction is welded into fixedly muscle with the ribbed reinforcing bars point; Described non-dismantling formwork and little U shaped steel are fixed by self-tapping screw, and the shaped steel of other steel matter, little U shaped steel, ribbed reinforcing bars, non-dismantling formwork tie point each other connect by spot welding;
C, non-dismantling formwork is fixed on the little U shaped steel skeleton with self-tapping screw, the external mold roof height that can go directly, and form the full wafer metope all around, and internal mold is unit with the floor, surrounding the body of wall that forms with column jacket and side bar is the construction unit;
D, water and install meter and require the concrete of proportioning and degree of collapsing, incremental along building the beyond the region of objective existence wall; The exterior wall of each floor can divide to water to put for 2 times according to story height to be finished, irritate casting in the perforate of the version interface, building, upper end of this exterior wall during casting, water at every turn put height with concrete proportioning, degree of collapsing and the pulling capacity of exempting to tear open model hole, self-tapping screw be all relevant parameter, body of wall is finished the building version that the upper strata of casting again links, so pursue the building and upward one-body molded, interior wall also can be operated equally; Integrated requirement is reached in construction continuously.
Described non-dismantling formwork is to be fixed on the little U shaped steel skeleton with self-tapping screw, also can lay to be fixed in to hang on the little U shaped steel frame to be fixed as metope in advance again; This non-dismantling formwork is that 35 thick steel version volumes hang on the automatic feeding machine, and being 60 centimetres through dilator by the expansion of 30 cm widths again through the punching and shearing machine punching is the formation rule hole, and described non-dismantling formwork is many non-dismantling formworks of 60cm * 500cm.
Described non-dismantling formwork is that six ditches have the rib steel expanded mesh.
Claims (2)
1. the building method of integrated molding house is characterized in that, comprises the steps:
1) according to conventional construction method, excavation, footing, grade beam, terrace, post, beam, plate order are laid and are finished whole steelframe and floor;
2) with little U shaped steel as skeletal fixation, with the plane that surrounds between building column jacket and outer intercolumniation, side bar and side bar is unit, and according to the wall thickness degree of design, exterior wall is from least 10 centimetres of beam column face outer rims, interior wall advances 5 centimetres in beam column face at least, is the minimum thickness requirement of load bearing wall; The then minimum beam column face outer rim that requires of the non of thickness below 15 centimetres is wrapped within the walls; 28～32 centimetres of little U shaped steel level intervals, horizontal direction is welded into fixedly muscle with the ribbed reinforcing bars point, and the shaped steel of all steel matter, little U shaped steel, ribbed reinforcing bars, non-dismantling formwork tie point each other are fixedly connected;
3) non-dismantling formwork is fixed on the little U shaped steel skeleton with self-tapping screw, or non-dismantling formwork in advance laid to be fixed in to hang on the little U shaped steel skeleton again be fixed as metope, the through roof of external mold height, and form the full wafer metope all around, internal mold is unit with the floor, and surrounding the body of wall that forms with column jacket and side bar is the construction unit; This non-dismantling formwork is that 3mm～6mm steel plate volume hangs on the automatic feeding machine, and being 45 centimetres or 60 centimetres through dilator by the expansion of 30 cm widths again through the punching and shearing machine punching is the formation rule hole; Described non-dismantling formwork can cut into many non-dismantling formworks of 45cm * 250cm, 60cm * 250cm, 45cm * 500cm or 60cm * 500cm;
4) water and install meter and require the concrete of proportioning and degree of collapsing, incremental along skin; The exterior wall of each floor divides to water to put for 2～3 times according to story height to be finished, irritate casting in the perforate of floor interface, the upper end of this exterior wall during casting, water at every turn and put height and be all relevant parameter with the pulling capacity of concrete proportioning, degree of collapsing and non-dismantling formwork hole, self-tapping screw, body of wall is finished the floor that the upper strata of casting again links, so pursue the building and upward one-body molded, interior wall also can be operated equally; Integrated requirement is reached in construction continuously.
2. according to the building method of the described integrated molding house of claim 1, it is characterized in that: described non-dismantling formwork is that five ditches have rib steel expanded mesh or six ditches that the rib steel expanded mesh is arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100034489A CN101235657B (en) | 2007-02-08 | 2007-02-08 | Integrated molding house construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100034489A CN101235657B (en) | 2007-02-08 | 2007-02-08 | Integrated molding house construction method |
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| Publication Number | Publication Date |
|---|---|
| CN101235657A CN101235657A (en) | 2008-08-06 |
| CN101235657B true CN101235657B (en) | 2010-06-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2007100034489A Expired - Fee Related CN101235657B (en) | 2007-02-08 | 2007-02-08 | Integrated molding house construction method |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011021151A1 (en) * | 2009-08-17 | 2011-02-24 | Kailas Kenjale | Method and system for in-situ construction of civil structures |
| CN103147415B (en) * | 2013-02-22 | 2016-03-02 | 丁斌 | A kind of Assembled fibre reinforced plastic combination steel work house |
| CN105275086A (en) * | 2015-02-11 | 2016-01-27 | 中建四局第三建筑工程有限公司 | Method for constructing all-concrete-structure external vertical face |
| CN106609590B (en) * | 2015-10-23 | 2020-04-14 | 邱琼彦 | Building method of 3D printed house |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1098466A (en) * | 1994-05-18 | 1995-02-08 | 张福全 | Lightweight steel frame combined wall |
| CN1110357A (en) * | 1994-04-08 | 1995-10-18 | 陈振兴 | Method for fixing framework of building wall |
| CN2374593Y (en) * | 1999-04-27 | 2000-04-19 | 陈成阳 | Concrete wall with steel net for steel frame building |
| CN2511740Y (en) * | 2001-12-26 | 2002-09-18 | 邱志强 | Wet frame for metal net paste jetting/filling wall |
| CN1458360A (en) * | 2002-05-14 | 2003-11-26 | 谭齐阳 | Energy saving environment protection, light and thermal insulation composite wall and its mounting method |
-
2007
- 2007-02-08 CN CN2007100034489A patent/CN101235657B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1110357A (en) * | 1994-04-08 | 1995-10-18 | 陈振兴 | Method for fixing framework of building wall |
| CN1098466A (en) * | 1994-05-18 | 1995-02-08 | 张福全 | Lightweight steel frame combined wall |
| CN2374593Y (en) * | 1999-04-27 | 2000-04-19 | 陈成阳 | Concrete wall with steel net for steel frame building |
| CN2511740Y (en) * | 2001-12-26 | 2002-09-18 | 邱志强 | Wet frame for metal net paste jetting/filling wall |
| CN1458360A (en) * | 2002-05-14 | 2003-11-26 | 谭齐阳 | Energy saving environment protection, light and thermal insulation composite wall and its mounting method |
Non-Patent Citations (2)
| Title |
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| JP特开平11-50538A 1999.02.23 |
| JP特开平7-286386A 1995.10.31 |
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Owner name: JIANGXI TIANZHU INTEGRATED MOLDING TECHNOLOGY CO., Free format text: FORMER OWNER: QIU QIONGYAN Effective date: 20140519 |
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Effective date of registration: 20140519 Address after: 338000 Jiangxi province Xinyu City Fenyi County Chang Shan Road Patentee after: Jiangxi Tianzhu Integrated Technology Co.,Ltd. Address before: 528463, Guangdong, Zhongshan Province three township Huafeng garden, Cui rain 17 floor, 302 Patentee before: Qiu Qiongyan |
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