CN105464214A - Steel concrete integrated building and construction method thereof - Google Patents
Steel concrete integrated building and construction method thereof Download PDFInfo
- Publication number
- CN105464214A CN105464214A CN201410439551.8A CN201410439551A CN105464214A CN 105464214 A CN105464214 A CN 105464214A CN 201410439551 A CN201410439551 A CN 201410439551A CN 105464214 A CN105464214 A CN 105464214A
- Authority
- CN
- China
- Prior art keywords
- steel
- frame
- wall
- exterior wall
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Building Environments (AREA)
Abstract
The invention discloses a steel concrete integrated building and a construction method thereof. The steel concrete integrated building comprises steel roof joists, steel beam column bodies, roof boards, floor boards, outer wallboards, inner wallboards and a foundation structure. The steel roof joists are mounted at the top of the steel beam column bodies, the lower ends of the steel beam column bodies are fixed to the foundation structure, the roof boards cover the steel roof joists, the floor boards are fixedly mounted in the steel beam column bodies along the horizontal direction, the outer wallboards are mounted on the outer sides of the steel beam column bodies, and the inner wallboards are mounted in the steel beam column bodies. The steel roof joists, the steel beam column bodies, the roof boards, the floor boards, the outer wallboards, the inner wallboards and the like are modularly and industrially produced in special factories in advance, then transported to a construction site and finally spatially assembled and mounted by construction personnel by the aid of advanced mounting and positioning equipment according to own standard modularization technology; all structural boards are connected by means of slots, bolts and gluing, so that convenience and quickness in mounting and demounting are achieved.
Description
Technical field
The present invention relates to integrated building, steel building and mobile house and manufacture and design field, particularly relate to a kind of steel concrete integrated building and manufacture method thereof.
Background technology
Current existing traditional civilian construction house mainly contains brick-and-concrete buildings and reinforced concrete structure building two large classes, this two large class building cumbersome when constructing, the manpower of all kinds of technician drop into larger, required auxiliary material and supporting facility of a great variety, it is long to build the construction period, and the many noises of engineering rubbish are large, impact and destruction surrounding enviroment, many disadvantages such as the waste of whole engineering material is very large, and phase of going along with sb. to guard him of safety in production is long, are unfavorable for effective management of construction unit.And this two large class building body of founding a capital is fixing not transportable substantially, midway or build up rear examination if you have questions time be difficult to reform or improve, if run into reorganization and expansion just more difficult transformation.And existing steel building is too barely satisfactory, all cannot compared with traditional civilian construction in insulation, sound insulation, moulding, technique and functional use.Cannot be formed a complete set of complete, various functions technical indicator can close to civilian construction demand, the civilian construction body that can possess the integrated system of industrialization.Thus, dealer needs the demand for development of many New Times new technologies such as quick, integrated, modularization, industrialization, the technique that will solve civil building engineering is meticulous badly.
Summary of the invention
One object of the present invention be to provide a kind of identical with the outward appearance of traditional architecture, function is identical, heat preservation and soundproof is better, moulding more arbitrarily, technique is more exquisite, construction cost is lower, environmental protection and energy saving more, modern high technology that shock resistance is stronger are integrated steel concrete integrated building.
Another object of the present invention is to provide extremely short, in-site installation noiselessness of a kind of construction period, without the integrated steel concrete integrated building manufacture method of the modern high technology of rubbish.
For achieving the above object, technical solution of the present invention is: (temporarily omitting)
After adopting such scheme, the present invention includes steel roof joist body, beam-column main body, roof panel, floor plate, exterior wall, inner wall, foundation structure and a complete set of node assembling technique.The present invention uses traditional reinforced concrete building construction technology instead above-described various building structure new technology, because the present invention is prior by steel roof joist body in professional factory, beam-column main body, roof panel, floor plate, exterior wall, the parts such as inner wall adopt industrialization, modularized production is good, again these parts (are comprised beam column roof truss steel agent structure, composite concrete external and internal wall large panel structure, composite concrete floor roofing large panel structure, sound-insulating material, the various integration components such as water power pipe network pre-buried structure and standard universal type spare and accessory parts) be transported to job site, adopt advanced installation positioning equipment, carry out space structures by constructor with its own standardization modulus technology and combination is installed, described various structure plates adopt slot, the mode of bolt and glue note connects, can installation and removal quickly and easily.Core technology of the present invention is unique texture and the composite material application of building body, achieve the industrialization of construction work, generalization, standardization, set up the modern architecture construction concept of energy-conserving and environment-protective, efficient quick, make building operations become building manufacture, allow traditional building become a kind of there is modularized design, suitability for industrialized production, intensive dispensing, integrated installation, repeatedly can have enough to meet the need the order form novel building product of use.Effectively can improve aseismatic quality and extend building life, and efficiently the reduction of the cost of building, shortening construction duration.
Below in conjunction with the drawings and specific embodiments, the present invention is further illustrated.
Accompanying drawing explanation
Fig. 1 is three-dimensional exploded view of the present invention;
Fig. 2 is the stereogram of steel roof joist body of the present invention and beam-column main body;
Fig. 3 is the elevation that beam-column main body central post of the present invention is connected with crossbeam;
Fig. 4, figure, Fig. 6 are the views in three directions that beam-column main body central post of the present invention is connected with crossbeam;
Fig. 7 A, Fig. 7 B, Fig. 7 C are the views in three directions that in beam-column main body of the present invention, adjacent two root posts connect;
Fig. 8 is the three-dimensional exploded view of exterior wall of the present invention;
Fig. 9 is the sectional view of exterior wall of the present invention;
Fig. 9 A is the partial enlarged drawing of Fig. 9 at A place;
Fig. 9 B is the partial enlarged drawing of Fig. 9 at B place;
Figure 10 is the schematic perspective view of floor plate and inner wall;
Figure 11 is the sectional view of inner wall;
Figure 11 A is the partial enlarged drawing of Figure 11 at A place;
Figure 11 B is the partial enlarged drawing of Figure 11 at B place;
Figure 12 is floor plate plan view of the present invention;
Figure 13 is floor plate section of structure of the present invention;
Figure 13 A is the partial enlarged drawing of Figure 13 at A place;
Figure 14 is the sectional drawing of floor plate of the present invention;
Figure 14 A is the partial enlarged drawing of Figure 14 at A place;
Figure 15 is the three-dimensional exploded view of roof panel of the present invention;
Figure 16 is the plan view of roof panel of the present invention;
Figure 17 is the sectional view of roof panel of the present invention;
Figure 17 A is the partial enlarged drawing of Figure 17 at A place;
Figure 18 is the sectional view of eaves board of the present invention;
Figure 18 A is the partial enlarged drawing of Figure 18 at A place.
Detailed description of the invention
As shown in Figure 1, the present invention is a kind of steel concrete integrated building, and it comprises steel roof joist body 1, beam-column main body 2, roof panel 3, floor plate 4, exterior wall 5, inner wall 6, foundation structure 7.
Described steel roof joist body 1 is arranged on beam-column main body 2 top, beam-column main body 2 lower end is fixed on foundation structure 7, roof panel 3 covers on steel roof joist body 1, it is inner that floor plate 4 is fixedly mounted on beam-column main body 2 in the horizontal direction, exterior wall 5 is arranged on the outside of beam-column main body 2, and inner wall 6 is arranged on the inside of beam-column main body 2.
As shown in Figure 2, described beam-column main body 2 comprises many root posts 21, many crossbeams 22, stiffening girders 23.The two ends of described crossbeam 22 are separately fixed on two relative root posts 21, many root posts 21 form multiple longitudinal surface framework and multiple athwartship plane framework with many crossbeams 22, stiffening girder 23 is arranged in athwartship plane framework, and the two ends of stiffening girder 23 are fixed on two relative root posts 21 or two crossbeams 22 respectively; Described two adjacent root posts 21 are fixed together by connector; In the lower end difference fixed infrastructure 7 of many root posts 21.
As shown in figures 3 to 6, described column 21 and crossbeam 22 all adopt H profile steel, and column 21 has two side 211 is connected two side 211 transverse slat 212 with one piece.One piece of end plate 221 is welded along cross section in one end of crossbeam 22, and this end plate 221 is locked on the sidewall 211 of column 21 or on transverse slat 212 by bolt 222.
As shown in Fig. 7 A, Fig. 7 B, Fig. 7 C, the link of the root post 21 in described two adjacent root posts 21 has the triangle flange 214 that longitudinally stretches out, and the link of another root post has the triangular groove 215 longitudinally inwardly caved in.During assembling, in the triangular groove 215 that the triangle flange 214 on a root post 21 inserts another root post 21 and by bolt 216 fixed slot stiffener 213 in the several plane of two root posts 21.
Described steel roof joist body 1 can be rectangle, also can be other shapes such as triangle, and its structure and beam-column main body 2 similar, manufacture method is also substantially identical, repeats no more.
As shown in Figure 15, Figure 18, described roof panel 3 comprises potlery tile plate 31, splash guard 32, heat insulating board 33, roof-bearing plate 34, eaves board 35.Described potlery tile plate 31, splash guard 32, heat insulating board 33, roof-bearing plate 34 be the superimposed end face being fixed on eaves board 35 successively, and the bottom surface of eaves board 35 is fixed on the end face of steel roof joist body 1.
Described eaves board 35 is provided with rain rill 351(as shown in figure 18), be provided with clamping plate 351(in the junction of the rain node of eaves board 35 as shown in Figure 18 A).Described roof-bearing plate 34 comprises outsourcing Huan frame 341, steel wire net rack 342, concrete 343.Steel wire net rack 342 is laid on outsourcing Huan frame 341 inside casing, and concrete 343 waters at outsourcing Huan frame 342 inside casing and is wrapped on steel wire net rack 342.
As shown in Figure 16, Figure 17, Figure 17 A, be provided with roofing connector 36 between two blocks of adjacent roof-bearing plates 34, this roofing connector 36 is made up of bolt 361, nut 362 and pressing plate 363; Bolt 361 is through the mating face steel roof joist body 1, adjacent two pieces of bearing plates 34 and pressing plate 363 is rear and nut 362 is spirally connected.
As shown in figure 12, described floor plate 4 comprises flooring frame 41, English truss 42, floor steel bar 43, concrete 44.Described English truss 42 and floor steel bar 43 intersect along both direction in length and breadth respectively and are fixed in flooring frame 41, the two ends difference protruding one of English truss 42 links up with 421 and this hook 421 passes flooring frame 41, the two ends difference protruding one of floor steel bar 43 links up with 431 and this hook 431 passes flooring frame 41, and concrete 44 waters and is filled in flooring frame 41 inside casing and is wrapped on English truss 42 and floor steel bar 43.During installation, the two ends of floor plate 4 are inserted in the H profile steel groove of the crossbeam 22 in beam-column main body 2, the hook 421,431 at the two ends of floor plate 4 is hooked in the end face of crossbeam 22, is provided with and supports spar 45(as shown in Figure 14, Figure 14 A between floor plate 4 bottom surface and crossbeam 22H shaped steel groove inner bottom surface).
As shown in Figure 13, Figure 13 A, the side of the flooring frame 41 between described adjacent two floor plates 4 is provided with inserting slot construction 46, to be fixedly connected with between adjacent two floor plates 4.
As shown in Figure 8, described exterior wall 5 comprises exterior wall dried hanging decoration panel 51, external wall insulation 52, exterior wall bearing plate 53.Described exterior wall bearing plate 53 is made up of outer wall frame 531, exterior wall reinforcing bar 532, concrete (or high strength gypsum) 533.Described exterior wall reinforcing bar 532 is in H type, and exterior wall reinforcing bar 532 is laid in outer wall frame 531, and concrete (or high strength gypsum) 533 waters wall frame 531 inside casing and being wrapped on exterior wall reinforcing bar 532 outside.As shown in Fig. 9, Fig. 9 A, Fig. 9 B, described external wall insulation 52 is fitted on exterior wall bearing plate 53, pre-buried expansible plug 54 on exterior wall bearing plate 53, external wall insulation 52 is fixed on exterior wall bearing plate 53 through external wall insulation 52 is screwed onto in expansible plug 54 by swell fixture 55; Exterior wall bearing plate 53 is provided with hanger 56, this hanger 56 outer end is through external wall insulation 52, in hanger 56 outer end, keel (angle bar) 57 are installed, described exterior wall dried hanging decoration panel 51 inwall is fixed with multiple font back of the body bolts 58, exterior wall dried hanging decoration panel 51 inwall is articulated on keel 57 by door font back of the body bolt 58, between exterior wall dry hanging of veneer 51 and external wall insulation 52, there is gap, to ventilate.
As shown in Figure 10, Figure 11, Figure 11 A, Figure 11 B, described inner wall 6 is made up of interior wall frame 61, interior wall reinforcing bar 62, concrete (or gypsum) 63.Described exterior wall reinforcing bar 532 is in H type, and interior wall reinforcing bar 62 is laid in interior wall frame 61, and concrete (or gypsum) 63 waters and is filled in interior wall frame 61 inside casing and is wrapped on interior wall reinforcing bar 62.
The present invention is a kind of mounting method of steel concrete integrated building, and it comprises the following steps:
(1) assembling of beam-column main body 2, the size determining beam-column main body 2 central post 21, crossbeam 22, stiffening girder 23 etc. is required according to user, many root posts 21, many crossbeams 22, many stiffening girders 23 are become multiple longitudinal surface framework and multiple athwartship plane framework by bolts assemblies, is finally assembled into space framework; The lower end of many root posts 21 is separately fixed in foundation structure 7; And in beam-column main body 2, reserved water supply and sewerage pipeline, strong and weak electricity pipe network embedded system.
(2) steel roof joist body 1 is fixed on the top of beam-column main body 2.
(3) manufacture of roof panel 3 and installation: first steel plate stamping flanging frame material is carried out Combination Welding and become roof-bearing plate 34 outsourcing Huan frame 341 framework, then cloth welding steel screen frame in outsourcing Huan frame 341 frame, outsourcing Huan frame 341 is lain in fixture template, bottom surface is roof panel 3 bottom surface, first pour into a mould one deck high strength gypsum, then composite water-proof high-strength concrete to be cast in outsourcing Huan frame 341 framework and whole reality floating steam-cured after again installing card be buckled on steel roof joist body purlin beam; Each position that roof panel 3 is connected with purlin beam all adopts bolts assemblies to carry out quick-assembling combination with the mode of filling clay, and reserved the position, hole of general water supply and sewerage pipeline, strong and weak electricity pipe network embedded system, progressively the section bar of various sizes is combined by that analogy, receive limit adjustment with the system architecture described in other more afterwards, form roof panel 3 structure of whole building.
(4) manufacture of exterior wall 5 and installation: first steel plate stamping flanging frame material is carried out Combination Welding and become outer wall frame 531, then cloth weldering Double-layer threaded exterior wall reinforcing bar 532 rack in wall frame 531 outside, framework is lain in fixture template, bottom surface is inner wall surface, first pour into a mould one deck high strength gypsum, then composite water-proof high-strength concrete 533 to be cast in outer wall frame 531 framework and whole reality floating steam-cured after install again and insert in beam-column main body 2 frame slot, standardization expandable implant bolt 54 on wall and surface outside, then by light weight concrete construction external wall insulation, perforation is inserted in swell fixture 55 and is combined with the expansible plug 54 of former implantation, and clay closes maintenance on exterior wall 5, the hanger 56 of exterior wall dried hanging decoration panel 51 is positioned on wall face, load onto keel 57, the dry hanging of veneer 51 installing back of the body bolt 58 is directly hung on keel 57, close up with the jointing of sealing silica gel again, each position that exterior wall 5 is connected with beam-column main body 2 all adopts bolts assemblies to carry out quick-assembling combination with the mode of filling clay, and reserved general water supply and sewerage pipeline, the position, hole of strong and weak electricity pipe network embedded system, progressively the section bar of various sizes is combined by that analogy, limit adjustment is received again afterwards with the system architecture described in other, form the external wall structure of whole building.
(5) manufacture of inner wall 6 and installation: first steel plate stamping flanging frame material is carried out Combination Welding become in wall frame 61, then in interior wall frame 61 frame, cloth welds double-deck interior wall reinforcing bar 62 rack, interior wall frame 61 framework is lain in fixture template, first pour into a mould one deck high strength gypsum, again Composite super sound-proof light concrete 63 is cast in framework, and pour into a mould one deck high strength gypsum again on surface, and whole reality floating steam-cured after install again and insert in beam-column main body 2 frame groove; Each position that inner wall is connected with post beam all adopts bolts assemblies to carry out quick-assembling combination with the mode of filling clay, and reserved the position, hole of general water supply and sewerage pipeline, strong and weak electricity pipe network embedded system, progressively the section bar of various sizes to be entered to spread out by that analogy combination, receive limit adjustment with the system architecture described in other more afterwards, form the inner wall structure of whole building.
(6) floor plate 4 manufactures and installation: first steel plate stamping flanging frame material is carried out Combination Welding and become flooring frame 41, then the English truss 42 that cloth weldering indented bars combines in flooring frame 41 frame and floor steel bar 43 rack, flooring frame 41 is lain in fixture template, bottom surface is underfloor bottom surface, first pour into a mould one deck super strong gypsum, again composite water-proof high-strength concrete is cast in flooring frame 41 framework, and whole reality floating steam-cured after install again and insert in beam-column main body 2 structural beams 22 frame groove; Each position that floor plate is connected with the post beam of beam-column main body 2 all adopts bolts assemblies to carry out quick-assembling combination with the mode of filling clay, and reserved the position, hole of general water supply and sewerage pipeline, strong and weak electricity pipe network embedded system, progressively the section bar of various sizes is combined by that analogy, receive limit adjustment with the system architecture described in other more afterwards, form the floor plate structure of whole building.
In sum, what the present invention proposed has unique texture and the steel concrete integrated building of energy quick-assembling and manufacture method thereof.This integrated building comprises: steel roof joist body structure, beam-column agent structure, room panel structure, floor plate structure, external wall structure, inner wall structure, foundation structure, sound-insulating structure, water power pipe network pre-buried structure and a complete set of assembled node technology, the above various building structure is widely used in the villages and small towns private residence of all kinds of style, villa and civilian construction, the present invention uses traditional reinforced concrete building construction technology instead above-described various building structure new technology, and this building new technology will adopt industrialization in advance in professional factory, the beam column roof truss steel agent structure that modularized production is good, composite concrete external and internal wall large panel structure, composite concrete floor roofing large panel structure, sound-insulating material, the various integration components such as water power pipe network pre-buried structure and standard universal type spare and accessory parts are transported to job site, adopt advanced installation positioning equipment, carry out space structures by constructor with its own standardization modulus technology and install combination, described various structure plates adopt welding, slot, the mode of bolt and glue note connects, can installation and removal quickly and easily, and core technology is unique texture and the composite material application of building body, achieves the industrialization of construction work, generalization, standardization, sets up energy-conserving and environment-protective, the modern architecture construction concept of efficient quick, makes building operations become building manufacture, allows traditional building become one and have modularized design, suitability for industrialized production, intensive dispensing, integrated installation, repeatedly can have enough to meet the need the order form novel building product of use.Effectively can improve aseismatic quality and extend building life, and efficiently the reduction of the cost of building, construction duration place be subtracted.
Emphasis of the present invention is just: adopt assembled mode to install the parts such as steel roof joist body, beam-column main body, roof panel, floor plate, exterior wall, inner wall.
The above, be only present pre-ferred embodiments, the parts such as roof panel, floor plate, exterior wall, inner wall can take different internal constructions, therefore scope of the invention process can not be limited with this, namely the equivalence done according to the present patent application the scope of the claims and description changes and modifies, and all should still remain within the scope of the patent.
Claims (12)
1. a steel concrete integrated building, is characterized in that: it comprises steel roof joist body, beam-column main body, roof panel, floor plate, exterior wall, inner wall, foundation structure; Described steel roof joist body is arranged on beam-column body top, beam-column main body lower end is fixed on foundation structure, roof panel covers on steel roof joist body, floor plate is fixedly mounted on beam-column body interior in the horizontal direction, exterior wall is arranged on the outside of beam-column main body, and inner wall is arranged on the inside of beam-column main body; Described beam-column main body comprises many root posts, many crossbeams, stiffening girders; The two ends of described crossbeam are separately fixed on two relative root posts, and many root posts and many crossbeams form multiple longitudinal surface framework and multiple athwartship plane framework, and stiffening girder is arranged in athwartship plane framework; Described two adjacent root posts are fixed together by connector; In the lower end difference fixed infrastructure of many root posts.
2. steel concrete integrated building according to claim 1, it is characterized in that: the link of the root post in described two adjacent root posts has the triangle flange that longitudinally stretches out, the link of another root post has the triangular groove longitudinally inwardly caved in, during assembling, the triangle flange on a root post insert another root post triangular groove and on two root posts fixed slot stiffener.
3. steel concrete integrated building according to claim 1, is characterized in that: described described column and crossbeam all adopt H profile steel, column has two side is connected two side transverse slat with one piece; One piece of end plate is welded along cross section in one end of crossbeam, and this end plate is locked on the sidewall of column or on transverse slat by bolt.
4. steel concrete integrated building according to claim 1, is characterized in that: described roof panel comprises potlery tile plate, splash guard, heat insulating board, roof-bearing plate, eaves board; Described potlery tile plate, splash guard, heat insulating board, roof-bearing plate be the superimposed end face being fixed on eaves board successively, and the bottom surface of eaves board is fixed on the end face of steel roof joist body.
5. steel concrete integrated building according to claim 4, is characterized in that: described eaves board is provided with rain rill; Described roof-bearing plate comprises outsourcing Huan frame, steel wire net rack, concrete, and steel wire net rack is laid on outsourcing Huan frame inside casing, and concrete casting is at outsourcing Huan frame inside casing and be wrapped on steel wire net rack.
6. steel concrete integrated building according to claim 1, is characterized in that: be provided with roofing connector between two blocks of adjacent roof-bearing plates, this roofing connector is made up of bolt, nut and pressing plate; Bolt is spirally connected with nut through after the mating face steel roof joist body, adjacent two pieces of bearing plates and pressing plate.
7. steel concrete integrated building according to claim 1, is characterized in that: described floor plate comprises flooring frame, English truss, floor steel bar, concrete; Described English truss and floor steel bar intersect along both direction in length and breadth respectively and are fixed in flooring frame, the two ends of English truss respectively a protruding hook and this hook through flooring frame, a protruding hook and this hook are through flooring frame respectively for the two ends of floor steel bar, and concrete casting is filled in flooring frame inside casing and is wrapped on English truss and floor steel bar; During installation, the two ends of floor plate are inserted in the H profile steel groove of the crossbeam in beam-column main body, and the hook at the two ends of floor plate is hooked in the end face of crossbeam, between floor plate bottom surface and crossbeam H profile steel groove inner bottom surface, be provided with support spar.
8. steel concrete integrated building according to claim 7, is characterized in that: the side of the flooring frame between described adjacent two floor plates is provided with inserting slot construction, to be fixedly connected with between adjacent two floor plates.
9. steel concrete integrated building according to claim 1, is characterized in that: described exterior wall comprises exterior wall dried hanging decoration panel, external wall insulation, exterior wall bearing plate; Described exterior wall bearing plate is made up of outer wall frame, exterior wall reinforcing bar, concrete or high strength gypsum, and exterior wall reinforcing steel bar laying is outside in wall frame, and concrete or high strength gypsum water wall frame inside casing and be wrapped on exterior wall reinforcing bar outside; Described external wall insulation is fitted on exterior wall bearing plate, pre-buried expansible plug on exterior wall bearing plate, and external wall insulation is fixed on exterior wall bearing plate through external wall insulation is screwed onto in expansible plug by swell fixture; Exterior wall bearing plate is provided with hanger, this hanger outer end is through external wall insulation, in hanger outer end, keel are installed, described exterior wall dried hanging decoration panel inwall is fixed with multiple font back of the body bolts, exterior wall dried hanging decoration panel inwall is articulated on keel by door font back of the body bolt, between exterior wall dry hanging of veneer and external wall insulation, have gap.
10. steel concrete integrated building according to claim 9, is characterized in that: described exterior wall reinforcing bar is H type.
11. steel concrete integrated buildings according to claim 1, is characterized in that: described inner wall is made up of interior wall frame, interior wall reinforcing bar, concrete or gypsum; Described interior wall reinforcing steel bar laying is in interior wall frame, and concrete or gypsum water and be filled in interior wall frame inside casing and be wrapped on interior wall reinforcing bar.
The mounting method of 12. 1 kinds of steel concrete integrated buildings according to claim 1, it is characterized in that: it comprises the following steps: the assembling of (1) beam-column main body, require to determine beam-column main body central post, crossbeam, stiffening girder size according to user, many root posts, many crossbeams, many stiffening girders are become multiple longitudinal surface framework and multiple athwartship plane framework by bolts assemblies, is finally assembled into space framework; The lower end of many root posts is separately fixed in foundation structure; And in beam-column main body, reserved water supply and sewerage pipeline, strong and weak electricity pipe network embedded system; (2) steel roof joist body is fixed on the top of beam-column main body; (3) manufacture of roof panel and installation: first steel plate stamping flanging frame material is carried out Combination Welding and become roof-bearing plate outsourcing Huan frame-saw body, then cloth welding steel screen frame in outsourcing Huan frame-saw, outsourcing Huan frame is lain in fixture template, bottom surface is roof panel bottom surface, first pour into a mould one deck high strength gypsum, then composite water-proof high-strength concrete to be cast in outsourcing Huan frame-saw body and whole reality floating steam-cured after again installing card be buckled on steel roof joist body purlin beam; Each position that roof panel is connected with purlin beam all adopts bolts assemblies to carry out quick-assembling combination with the mode of filling clay, and reserved the position, hole of general water supply and sewerage pipeline, strong and weak electricity pipe network embedded system, progressively the section bar of various sizes is combined by that analogy; (4) manufacture of exterior wall and installation: first steel plate stamping flanging frame material is carried out Combination Welding and become outer wall frame, then cloth weldering Double-layer threaded exterior wall bar frame in wall frame outside, framework is lain in fixture template, bottom surface is inner wall surface, first pour into a mould one deck high strength gypsum, then composite water-proof high-strength concrete to be cast in outer wall frame framework and whole reality floating steam-cured after install again and insert in beam-column main body frame groove; Standardization expandable implant bolt on wall and surface outside, then by light weight concrete construction external wall insulation, perforation is inserted in swell fixture and is combined with the expansible plug of former implantation, and clay closes maintenance on exterior wall; The hanger of exterior wall dried hanging decoration panel is positioned on wall face, load onto keel, the dry hanging of veneer installing back of the body bolt is directly hung on keel, close up with the jointing of sealing silica gel again, each position that exterior wall is connected with beam-column main body all adopts bolts assemblies to carry out quick-assembling combination with the mode of filling clay, and reserved the position, hole of general water supply and sewerage pipeline, strong and weak electricity pipe network embedded system, progressively the section bar of various sizes is combined by that analogy; (5) manufacture of inner wall and installation: first steel plate stamping flanging frame material is carried out Combination Welding become in wall frame, then in interior wall frame frame, cloth welds double-deck interior wall bar frame, interior wall frame framework is lain in fixture template, first pour into a mould one deck high strength gypsum, again by Composite super sound-proof light pouring concrete in framework, and pour into a mould one deck high strength gypsum again on surface, and whole reality floating steam-cured after install again and insert in beam-column body frame groove; Each position that inner wall is connected with post beam all adopts bolts assemblies to carry out quick-assembling combination with the mode of filling clay, and reserved the position, hole of general water supply and sewerage pipeline, strong and weak electricity pipe network embedded system, progressively the section bar of various sizes to be entered to spread out by that analogy combination, receive limit adjustment with the system architecture described in other more afterwards, form the inner wall structure of whole building; (5) floor plate manufacture and installation: first steel plate stamping flanging frame material is carried out Combination Welding and become flooring frame, then the English truss that cloth weldering indented bars combines in flooring frame frame and floor steel bar rack, flooring frame is lain in fixture template, bottom surface is underfloor bottom surface, first pour into a mould one deck super strong gypsum, again composite water-proof high-strength concrete is cast in flooring frame framework, and whole reality floating steam-cured after install again and insert in beam-column agent structure crossbeam frame groove; Each position that floor plate is connected with the post beam of beam-column main body all adopts bolts assemblies to carry out quick-assembling combination with the mode of filling clay, and reserved the position, hole of general water supply and sewerage pipeline, strong and weak electricity pipe network embedded system, progressively the section bar of various sizes is combined by that analogy.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410439551.8A CN105464214B (en) | 2014-09-01 | 2014-09-01 | Steel concrete integrated building manufacturing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410439551.8A CN105464214B (en) | 2014-09-01 | 2014-09-01 | Steel concrete integrated building manufacturing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105464214A true CN105464214A (en) | 2016-04-06 |
| CN105464214B CN105464214B (en) | 2019-07-12 |
Family
ID=55602330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410439551.8A Active CN105464214B (en) | 2014-09-01 | 2014-09-01 | Steel concrete integrated building manufacturing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105464214B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193308A (en) * | 2016-08-12 | 2016-12-07 | 侯钦超 | A kind of modular building |
| CN106368312A (en) * | 2016-09-28 | 2017-02-01 | 丽水山居文化发展有限公司 | Modular house |
| CN106988423A (en) * | 2017-04-12 | 2017-07-28 | 中铁工程设计咨询集团有限公司 | A kind of orbit traffic overhead station |
| CN107419801A (en) * | 2017-04-17 | 2017-12-01 | 浙江普天集成房屋有限公司 | A kind of assembled individual layer ALC wood connecting building and its construction method and ALC board manufacturing methods |
| CN109811886A (en) * | 2019-04-03 | 2019-05-28 | 曹友国 | A kind of prefabricated buildings structure |
| CN110424608A (en) * | 2019-08-29 | 2019-11-08 | 河北卉原建材有限公司 | A kind of roof boarding, eaves board, wallboard assembled connection structure and connection method |
| CN110512900A (en) * | 2019-08-09 | 2019-11-29 | 西南科技大学 | A kind of assembled green Tibetan's pillbox room and its method of construction |
| CN113931487A (en) * | 2021-11-02 | 2022-01-14 | 安徽省高迪循环经济产业园股份有限公司 | Steel construction and evaporate and press aerated concrete slab assembled villa system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1465827A (en) * | 2002-07-01 | 2004-01-07 | 潘旭鹏 | Trussed type light thermal-insulating composite board and technological method thereof |
| CN101131019A (en) * | 2006-08-11 | 2008-02-27 | 樊立 | Compound floor slab and its production and installation method |
| CN102134878A (en) * | 2011-03-02 | 2011-07-27 | 王建军 | Compound sandwich layer assembled building |
| CN103147415A (en) * | 2013-02-22 | 2013-06-12 | 丁斌 | Assembled house with glass fiber reinforced plastic composite steel structure |
| CN203238581U (en) * | 2013-02-22 | 2013-10-16 | 丁斌 | Assembled type glass fiber reinforced plastic combined steel structure house |
| CN204163191U (en) * | 2014-09-01 | 2015-02-18 | 福建郦巢建筑科技有限公司 | Steel concrete integrated building |
-
2014
- 2014-09-01 CN CN201410439551.8A patent/CN105464214B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1465827A (en) * | 2002-07-01 | 2004-01-07 | 潘旭鹏 | Trussed type light thermal-insulating composite board and technological method thereof |
| CN101131019A (en) * | 2006-08-11 | 2008-02-27 | 樊立 | Compound floor slab and its production and installation method |
| CN102134878A (en) * | 2011-03-02 | 2011-07-27 | 王建军 | Compound sandwich layer assembled building |
| CN103147415A (en) * | 2013-02-22 | 2013-06-12 | 丁斌 | Assembled house with glass fiber reinforced plastic composite steel structure |
| CN203238581U (en) * | 2013-02-22 | 2013-10-16 | 丁斌 | Assembled type glass fiber reinforced plastic combined steel structure house |
| CN204163191U (en) * | 2014-09-01 | 2015-02-18 | 福建郦巢建筑科技有限公司 | Steel concrete integrated building |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193308A (en) * | 2016-08-12 | 2016-12-07 | 侯钦超 | A kind of modular building |
| CN106193308B (en) * | 2016-08-12 | 2020-02-04 | 侯钦超 | Unit type building |
| CN106368312B (en) * | 2016-09-28 | 2017-10-10 | 丽水山居文化发展有限公司 | Modularized house |
| CN106368312A (en) * | 2016-09-28 | 2017-02-01 | 丽水山居文化发展有限公司 | Modular house |
| CN106988423A (en) * | 2017-04-12 | 2017-07-28 | 中铁工程设计咨询集团有限公司 | A kind of orbit traffic overhead station |
| CN106988423B (en) * | 2017-04-12 | 2022-08-30 | 中铁工程设计咨询集团有限公司 | Rail transit elevated station |
| CN107419801A (en) * | 2017-04-17 | 2017-12-01 | 浙江普天集成房屋有限公司 | A kind of assembled individual layer ALC wood connecting building and its construction method and ALC board manufacturing methods |
| CN107419801B (en) * | 2017-04-17 | 2019-11-12 | 浙江普天集成房屋有限公司 | A kind of assembled single layer ALC wood connecting building and its construction method and ALC board manufacturing method |
| CN109811886A (en) * | 2019-04-03 | 2019-05-28 | 曹友国 | A kind of prefabricated buildings structure |
| CN110512900A (en) * | 2019-08-09 | 2019-11-29 | 西南科技大学 | A kind of assembled green Tibetan's pillbox room and its method of construction |
| CN110424608A (en) * | 2019-08-29 | 2019-11-08 | 河北卉原建材有限公司 | A kind of roof boarding, eaves board, wallboard assembled connection structure and connection method |
| CN113931487A (en) * | 2021-11-02 | 2022-01-14 | 安徽省高迪循环经济产业园股份有限公司 | Steel construction and evaporate and press aerated concrete slab assembled villa system |
| CN113931487B (en) * | 2021-11-02 | 2022-11-29 | 安徽省高迪循环经济产业园股份有限公司 | Steel construction and evaporate and press aerated concrete slab assembled villa system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105464214B (en) | 2019-07-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105464214A (en) | Steel concrete integrated building and construction method thereof | |
| US10808396B2 (en) | Building based on large-space structure and freestanding external envelope as well as construction method | |
| CN103635640B (en) | Wall system | |
| CN103821276B (en) | A kind of assembled, modular architectural system | |
| WO2015131792A1 (en) | Building structure and construction method for same | |
| CN204163191U (en) | Steel concrete integrated building | |
| CN104563288A (en) | Reinforced concrete frame gridding slab prefabricated energy-saving house | |
| CN102251699B (en) | Residential building system with cast-in-situ beam columns and prefabricated sandwich concrete wall panels and construction method | |
| CN105201071A (en) | Totally-prefabricated concrete structure | |
| CN103266662B (en) | The assembled house of light steel composite board | |
| CN105297886A (en) | Lightweight steel structure building frame system | |
| CN103352569A (en) | Construction method of integrally-poured architecture building | |
| CN103362235B (en) | Integrally-poured building house with wallboards integrating thermal insulating and templates | |
| CN209384432U (en) | A kind of prefabricated gable and its connecting structure that can be recycled | |
| CN210369292U (en) | Cast-in-place coincide mould shell integral structure of assembled building | |
| CN103485538A (en) | Construction method of energy-saving insulation waterproof wood-trussed roof system | |
| CN101886470B (en) | Construction method of exposed concrete ribbed beams | |
| CN111255059A (en) | Assembly type concrete house structure and node connection method thereof | |
| CN216276935U (en) | Single-sided template supporting structure | |
| CN204163293U (en) | The roof structure of steel concrete integrated building | |
| CN104389346A (en) | Light high-shearing force assembled building structural system and producing method thereof | |
| CN204163251U (en) | The floor plate structure of steel concrete integrated building | |
| CN111088858B (en) | Prefabricated gable capable of being recycled and connection structure thereof | |
| CN210767380U (en) | Integrally-poured one-step-formed energy-saving template wall | |
| CN203462631U (en) | Energy-saving and heat-insulating waterproof wooden truss roofing system construction structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |