CN105178427B - Method for integrally forming and building houses - Google Patents
Method for integrally forming and building houses Download PDFInfo
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- CN105178427B CN105178427B CN201510492417.9A CN201510492417A CN105178427B CN 105178427 B CN105178427 B CN 105178427B CN 201510492417 A CN201510492417 A CN 201510492417A CN 105178427 B CN105178427 B CN 105178427B
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- 238000000034 method Methods 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- 239000004567 concrete Substances 0.000 claims abstract description 27
- 238000003466 welding Methods 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 claims description 34
- 238000009415 formwork Methods 0.000 claims description 27
- QTCANKDTWWSCMR-UHFFFAOYSA-N costic aldehyde Natural products C1CCC(=C)C2CC(C(=C)C=O)CCC21C QTCANKDTWWSCMR-UHFFFAOYSA-N 0.000 claims description 10
- ISTFUJWTQAMRGA-UHFFFAOYSA-N iso-beta-costal Natural products C1C(C(=C)C=O)CCC2(C)CCCC(C)=C21 ISTFUJWTQAMRGA-UHFFFAOYSA-N 0.000 claims description 10
- 238000004080 punching Methods 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 7
- 239000011248 coating agent Substances 0.000 claims description 6
- 238000000576 coating method Methods 0.000 claims description 6
- 239000011159 matrix material Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 238000005336 cracking Methods 0.000 abstract description 5
- 238000007796 conventional method Methods 0.000 abstract 1
- 238000011065 in-situ storage Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 4
- 238000009435 building construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 240000007171 Imperata cylindrica Species 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a method for integrally forming and building houses. The method is capable of pouring foundations (101) after excavating according to the conventional method, wherein each foundation (101) comprises a base (1), a stand column (2), L-shaped screw rods (3) and a steel plate (4), wherein the L-shaped screw rods (3) are prefabricated in the base (1) and the stand column (2) with equal intervals along the periphery of the stand column (2); the free ends of the tops of the L-shaped screw rods (3) penetrate through the (4), the steel plate is arranged on the upper surface of the stand column (2); non-removal templates (102) are arranged between the adjacent foundations (101) in a spot welding manner; steel bars are paved among the non-removal templates (102); the concrete is poured to manufacture ring beams; after the floor is neatened, the columns, beams and floor slabs are mounted and paved through steel structures; the non-removal templates (102) are mounted on the steel structure exterior walls; the concrete is continuously poured from bottom to top till the top is sealed in situ. According to the houses built by the method, the overall structure formed by horizontal structures and lateral structures is relatively high in strength, relatively high in seismic performance and relatively high in cracking resistance.
Description
Technical field
The present invention relates to building construction technology field, and in particular to a kind of house is integrally formed method of construction.
Background technology
Since being born from human civilization, house is exactly one of requisite instrument of human survival.And building construction is in Jing
Gone through cave, cogongrass, brick and tile, brick it is mixed after, be exactly current armored concrete.However, there is construction again in armored concrete
The miscellaneous, duration is longer, the environmentally friendly loaded down with trivial details problem such as with safety guarantee.
Notification number discloses a kind of construction process of integrated molding house for the Chinese invention patent of CN101235657, makes
With steel expanded mesh be non-dismantling formwork, with little U-shaped steel as the exterior wall of skeleton fixed buildings, control concrete material with when
Degree of collapsing.From Stall wall column, two floors, second floor wall column, three floors until roof, staircase, parapet, whole building during construction
Thing structure is once cast and is completed.The method will be the breakthrough for building construction divergence and vertical construction Technology Integration,
Full-scale construction is integrally formed, and using the high concrete continuous construction of watertightness, the interface without unlike material, no time are not
Continuous interface, overcomes the maximum seepage shortcoming of traditional construction up to perfect boundary.
The method in the ground such as Jiangxi, China, Sichuan construction pilot, with the continuous application of the method, finds the party at present
Method could be improved at the aspect such as overall construction intensity, antidetonation, cracking resistance, heat-insulated.
The content of the invention
The technical problem to be solved is to overcome the shortcomings of above prior art problem, there is provided one kind is through improving
House be integrally formed method of construction.
The technical solution adopted in the present invention is：
A kind of house is integrally formed method of construction, and the method comprises the following steps：
S1：Footing is poured into a mould after excavating by conventional construction method, the footing includes base, column, L-shaped screw rod, steel plate, its
Middle base and column are formed by concrete one cast, and L-shaped screw rod is equidistantly formed in advance in base and column along column periphery,
And top stretches out in column, bottom towards being outwards distributed in base, the steel plate sets through after the top free ends of L-shaped screw rod
It is placed in the upper surface of column；
S2：The both sides spot welding non-dismantling formwork of column between adjacent footing, lays between the two row's non-dismantling formworks for being formed
Reinforcing bar, then concrete is poured into a mould, complete collar tie beam；
S3：After terrace is arranged, with Steel Structure Installation laying post, beam and floor, install in the both sides metope of steel construction exterior wall
Non-dismantling formwork；
S4：By collar tie beam, terrace, Stall wall, two floors, second floor wall ..., from lower to upper, continuous cast-in-place concrete
Until binding.
The present invention is improved, in each wall frame with the bottom of building as starting point to footing and collar tie beam technique
Node lays footing, and the matrix of footing is formed by concrete one cast, and in matrix prefabricated L-shaped screw rod, L-shaped bottom court
To being outwards uniformly distributed, such footing makes the node of house frame higher, foundation structure rigidity (including horizontal, lateral) and anti-
Side force is greatly enhanced, and greatly reduces structural damage of the torsional effect to house under geological process；Collar tie beam is with reinforcing bar and concrete
It is laid between each footing, whole basic framework is linked as into an entirety, greatly strengthen the continuity and uniformity of ground, makes ground
Based structures are consolidated very much, effective reinforcement walls body, reduction wall crazing, lift anti-seismic performance；Steel construction transmits loading extremely with steel plate
Footing, effectively increases the weight capacity in house.The house built in the process of the present invention, its entirety for laterally and laterally constituting
Structural strength is higher, anti-seismic performance is higher, cracking resistance is higher.
Preferably, non-dismantling formwork is formed by steel plate Jing integrated punchings in step S2, S3, the non-dismantling formwork is by rib
Ditch band and the spaced arrangement of relief hole are formed, and the intermediate lateral of the costal groove band is provided with a costal groove being rearwardly recessed and (uses
In fixing with steel construction), the relief hole of matrix arrangement is provided with the relief hole band, the relief hole goes out one by mould punching
The middle part of ∏ shapes slitting rearwardly is recessed to be formed after individual ∏ shapes otch.The thickness of the steel plate is 0.1-0.3 millimeters.More than exempt to tear open
Template Jing practices on the basis of existing technology are improved, and are formed by galvanized steel plain sheet Jing integrated punchings, three face punching presses, plating of simultaneously ining succession
Zinc steel plate body, the slitting that three faces are stamped and formed out caves inward to form relief hole, and the making of the non-dismantling formwork does not have slag, steel cuttings
Produce Deng waste material, save and the loaded down with trivial details treatment process such as subsequently remove slag, the non-dismantling formwork for obtaining has the metal of stretching with prior art
Expansion web is compared, without residual stress, and the mechanical integrated performance such as anti-impact, tension, cracking resistance, resistance to deformation is more preferable.In addition, the back of the body of relief hole
Face is stopped by ∏ shapes slitting, effectively prevent concrete in walls concrete casting process and overflow from relief hole, be not only avoid
The waste of construction material, it is even more important that enormously simplify follow-up loaded down with trivial details cleaning and overflow concrete operation；∏ shapes cut with
The space of one buffering of the concrete that the structure that galvanized steel plain sheet body is connected and is rearwardly recessed also is given in casting process, more favorably
Being uniformly distributed in concrete, also increases the adhesion of concrete and non-dismantling formwork, is conducive to the lifting of cracking resistance.
Preferably, the non-dismantling formwork that metope on the outside of exterior wall is arranged in step S3 is soaked with insulating moulding coating for surface heat
Or it is sprayed with the steel plate of insulating moulding coating.It is dissatisfactory scarce that the measure effectively compensate for the universal effect of heat insulation of reinforced concrete structure
Fall into.
Preferably, the laying of stair, the step are also carried out in the step S3 while post, beam and floor are laid
Continuous cast-in-place concrete also includes the cast to stair in S4.Stair are also laid and are poured into a mould simultaneously, to a greater degree
That realizes house is integrally formed construction.
Description of the drawings
Shown in Fig. 1 is the footing arrangement schematic diagram for being integrally formed method of construction in house of the present invention；
Shown in Fig. 2 is the collar tie beam schematic diagram for being integrally formed method of construction in house of the present invention；
Shown in Fig. 3 is the structural representation of the footing for being integrally formed method of construction in house of the present invention；
Shown in Fig. 4 is the A-A generalized sections in Fig. 3；
Shown in Fig. 5 is the front view of the non-dismantling formwork for being integrally formed method of construction in house of the present invention；
Shown in Fig. 6 is the left view of the non-dismantling formwork for being integrally formed method of construction in house of the present invention；
Shown in Fig. 7 is the side view of the non-dismantling formwork for being integrally formed method of construction in house of the present invention.
Wherein：1st, base；2nd, column；3rd, L-shaped screw rod；4th, steel plate；11st, costal groove band；12nd, relief hole band；13rd, costal groove；14、
Relief hole；15th, ∏ shapes slitting；101st, footing；102nd, non-dismantling formwork；103rd, body of wall.
Specific embodiment
The present invention is further described in detail with reference to embodiments.It is noted that detailed description below is all to illustrate
Property, it is intended to provide further instruction to the present invention.Unless otherwise stated, all scientific and technical terms that the present invention is used
With the identical meanings being generally understood that with the technical field of the invention personnel.
A kind of the present embodiment house is integrally formed method of construction, comprises the following steps：
S1：Footing 101 is poured into a mould after excavating by conventional construction method, the arrangement of footing 101 as shown in figure 1, principal set up in
The node of each metope (including exterior wall, interior wall) and the centre of load bearing wall, the footing 101 includes base 1, column 2, L-shaped spiral shell
Bar 3, steel plate 4, wherein base 1 and column 2 are formed by concrete one cast, and L-shaped screw rod 3 is equidistantly pre- along the periphery of column 2
It is formed in base 1 and column 2, and top stretches out in column 2, bottom towards being outwards distributed in base 1, the steel plate 4 passes through L
The upper surface of column 2 is arranged at after the top free ends of shape screw rod 3, as shown in Figure 3,4；
S2：The both sides spot welding non-dismantling formwork 102 of column 2 between adjacent footing 101, lays schematic diagram as indicated with 2, in shape
Into two row's non-dismantling formworks 102 between lay reinforcing bar, then pour into a mould concrete between two row's non-dismantling formworks 102, complete collar tie beam；
S3：After terrace is arranged, post (shaped steel), beam (shaped steel) and floor (fold-line-shaped steel plate) are laid with Steel Structure Installation,
The both sides metope of exterior wall steel construction installs non-dismantling formwork 102；
S4：By collar tie beam, terrace, Stall wall, two floors, second floor wall ..., from lower to upper, continuous cast-in-place concrete
Until binding.
Non-dismantling formwork 102 is formed by steel plate Jing integrated punchings in step S2, S3, and the non-dismantling formwork 102 is by costal groove
Band 11 and relief hole band 12 are spaced and form, and the costal groove is provided with a costal groove being rearwardly recessed with 11 intermediate lateral
13 (for fix with steel construction), relief hole 14 of the relief hole with matrix arrangement is provided with 12, the relief hole 14 by
Mould punching goes out the middle part of ∏ shapes slitting 15 after a ∏ shape otch and rearwardly is recessed to be formed.The thickness of the steel plate is 0.1-
0.3 millimeter.The concrete structure of non-dismantling formwork 102 is as illustrated in figs. 5-7.
The non-dismantling formwork 102 that metope on the outside of exterior wall is arranged in step S3 is soaked with insulating moulding coating or is sprayed with for surface heat
The steel plate of insulating moulding coating.
The laying of stair is also carried out in the step S3 while post, beam and floor are laid, it is continuous in step S4
Cast-in-place concrete also includes the cast to stair.
The above, only the preferred embodiments of the present invention, it is noted that for those skilled in the art
For, on the premise of the core technology without departing from the present invention, improvements and modifications can also be made, these improvements and modifications also should
Belong to the scope of patent protection of the present invention.Any change in the implication and scope suitable with claims of the present invention, all
It is considered as being included within the scope of the claims.
Claims (4)
1. a kind of house is integrally formed method of construction, it is characterised in that comprise the following steps：
Sl：Footing (101) is poured into a mould after excavating by conventional construction method, the footing (101) includes base (1), column (2), L-shaped
Screw rod (3), steel plate (4), wherein base (1) and column (2) are formed by concrete one cast, and L-shaped screw rod (3) is along column
(2) periphery is equidistantly formed in advance in base (1) and column (2), and top stretches out in column (2), bottom direction and is outwards distributed in
In base (1), the steel plate (4) is arranged at the upper surface of column (2) through after the top free ends of L-shaped screw rod (3)；
S2：Both sides spot welding non-dismantling formwork (102) of column (2) between adjacent footing (101), in the two row's non-dismantling formworks for being formed
(102) reinforcing bar is laid between, then pours into a mould concrete, complete collar tie beam；
S3：After terrace is arranged, with Steel Structure Installation laying post, beam and floor, install in the both sides metope of steel construction exterior wall and exempt to tear open
Template (102)；
S4：By collar tie beam, terrace, Stall wall, two floors, second floor wall ..., from lower to upper, continuous cast-in-place concrete until
Bind；
Non-dismantling formwork (102) is formed by steel plate Jing integrated punchings in step S2, S3, and the non-dismantling formwork (102) is by costal groove
Band (11) and relief hole band (12) are spaced and form, and the intermediate lateral of the costal groove band (11) is provided with one and is rearwardly recessed
Costal groove (13), the relief hole (14) of matrix arrangement is provided with the relief hole band (12), the relief hole is by mould punching
The middle part for going out ∏ shapes slitting (15) produced after a ∏ shape otch rearwardly is recessed to be formed.
2. house according to claim 1 is integrally formed method of construction, it is characterised in that：Integrated punching is formed and exempts from form removal
The steel plate thickness of plate (102) is 0.1-0.3 millimeters.
3. house according to claim 1 is integrally formed method of construction, it is characterised in that：It is arranged in step S3
The non-dismantling formwork (102) of metope is soaked with insulating moulding coating or is sprayed with the steel plate of insulating moulding coating for surface heat on the outside of exterior wall.
4. house according to claim 1 is integrally formed method of construction, it is characterised in that：In step S3 post,
Beam and floor also carry out the laying of stair while laying, continuous cast-in-place concrete is also included to stair in step S4
Cast.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510492417.9A CN105178427B (en) | 2015-08-12 | 2015-08-12 | Method for integrally forming and building houses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510492417.9A CN105178427B (en) | 2015-08-12 | 2015-08-12 | Method for integrally forming and building houses |
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| Publication Number | Publication Date |
|---|---|
| CN105178427A CN105178427A (en) | 2015-12-23 |
| CN105178427B true CN105178427B (en) | 2017-05-10 |
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| CN201510492417.9A Active CN105178427B (en) | 2015-08-12 | 2015-08-12 | Method for integrally forming and building houses |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105909030A (en) * | 2016-06-01 | 2016-08-31 | 漳浦县圆周率工业设计有限公司 | Anti-collapse device for internal space of induced-collapse building |
| CN105888349A (en) * | 2016-06-01 | 2016-08-24 | 漳浦县圆周率工业设计有限公司 | Indoor reinforcing structure capable of resisting collapsed building ruin burying |
| CN105822123A (en) * | 2016-06-01 | 2016-08-03 | 漳浦县圆周率工业设计有限公司 | Damage resisting device capable of protecting indoor space in collapse of house |
| CN105839972B (en) * | 2016-06-01 | 2018-03-16 | 广东弘信建设有限公司 | A kind of earthquake-proof destroys the internal reinforcing structure of the interior space |
| CN105863356A (en) * | 2016-06-01 | 2016-08-17 | 漳浦县圆周率工业设计有限公司 | Indoor anti-seismic building device |
| CN110565840A (en) * | 2019-09-30 | 2019-12-13 | 北京和筑科技有限公司 | Concave steel plate concrete composite wall |
| CN113266151A (en) * | 2021-05-25 | 2021-08-17 | 玉溪市明瑞建设工程有限公司 | Integral casting one-step forming construction process for house building |
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| JPH09189132A (en) * | 1996-01-10 | 1997-07-22 | Tokyu Constr Co Ltd | Fixing method of column base for steel frame column |
| CN102195119A (en) * | 2010-03-12 | 2011-09-21 | 上海轩惠通讯科技有限公司 | Base apparatus of satellite television receiving antenna |
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| CN203403681U (en) * | 2013-08-08 | 2014-01-22 | 中铁建设集团有限公司 | Temporary supporting frame of string beam |
| CN103590486A (en) * | 2013-11-14 | 2014-02-19 | 北京中瑞成信生态科技股份有限公司 | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method |
| CN103850433A (en) * | 2012-12-04 | 2014-06-11 | 深圳市特辰科技股份有限公司 | Aluminium alloy building formwork |
-
2015
- 2015-08-12 CN CN201510492417.9A patent/CN105178427B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09189132A (en) * | 1996-01-10 | 1997-07-22 | Tokyu Constr Co Ltd | Fixing method of column base for steel frame column |
| CN102195119A (en) * | 2010-03-12 | 2011-09-21 | 上海轩惠通讯科技有限公司 | Base apparatus of satellite television receiving antenna |
| CN102505846A (en) * | 2011-11-21 | 2012-06-20 | 中国建筑第八工程局有限公司 | Steel pipe column bearing table girder connection construction method |
| CN103850433A (en) * | 2012-12-04 | 2014-06-11 | 深圳市特辰科技股份有限公司 | Aluminium alloy building formwork |
| CN203403681U (en) * | 2013-08-08 | 2014-01-22 | 中铁建设集团有限公司 | Temporary supporting frame of string beam |
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| CN105178427A (en) | 2015-12-23 |
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Effective date of registration: 20220701 Address after: 336699 Changshan North Road, Fenyi County, Xinyu City, Jiangxi Province Patentee after: Jiangxi Sanyu environmental protection and energy saving Technology Co.,Ltd. Address before: 336699 Changshan North Road, Fenyi County, Xinyu City, Jiangxi Province Patentee before: Wei Ruiju |
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Denomination of invention: Integrated construction method for houses Effective date of registration: 20231220 Granted publication date: 20170510 Pledgee: Ganzhou Bank Co.,Ltd. Fenyi Branch Pledgor: Jiangxi Sanyu environmental protection and energy saving Technology Co.,Ltd. Registration number: Y2023980073134 |