CN104153576A - Construction method for building combined type building - Google Patents
Construction method for building combined type building Download PDFInfo
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- CN104153576A CN104153576A CN201410404153.2A CN201410404153A CN104153576A CN 104153576 A CN104153576 A CN 104153576A CN 201410404153 A CN201410404153 A CN 201410404153A CN 104153576 A CN104153576 A CN 104153576A
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Abstract
The invention discloses a construction method for building a combined type building. The construction method comprises the following steps that (1) prefabricated members are manufactured according to design dimensions, and a foundation is constructed; (2) steel plates or steel bars on each prefabricated wall are welded to corresponding steel plates or steel bars on the foundation, and steel plates or steel bars at the joint between any two mutually connected prefabricated walls are welded; the step (3) or the step (5) is executed; (3) steel plates or steel bars on the prefabricated floor slabs are welded to the corresponding steel plates or steel bars at the top of the prefabricated walls installed in the previous step, and the step (4) is executed; (4) after construction of the first storey of the building is finished, the same construction procedures are carried out on each storey on the basis of the storey below until the top storey; the step (5) is executed; (5) when the top storey of the building is built, steel plates or steel bars on a prefabricated roof are welded to the corresponding steel plates or steel bars at the top of the prefabricated walls of the top storey. The construction method for building the combined type building has the advantages of being environmentally friendly, shortening the construction period and saving a lot of manpower and material resources.
Description
Technical field
The construction method that the present invention relates to build a building, relates in particular to a kind of construction method of building combined type building.
Background technology
As everyone knows, traditional construction building a building is all from ground, gradually from bottom to highrise building, the wall of whole building is all to form by part accumulation with fragment of brick, after whole building body completion, carry out again the finishing of interior exterior wall, in work progress, need to scaffold erecting, but also need larger place to deposit cement, the constructional materialss such as brick and tile, air and the noise pollution of construction site are serious, the weather that meets rainy day or blow hard is just more muddy can't bear, even cause the loss of the constructional materialss such as cement, the complexity of constructing very and cycle are long, need to expend a large amount of manpower and materials.
Therefore, be badly in need of wanting a kind of construction method of building combined type building to overcome the problem of above-mentioned existence.
Summary of the invention
The construction method that the object of the present invention is to provide a kind of environmental protection, short construction period and can save the building combined type building of building costs.
For realizing above-mentioned object, the invention provides a kind of construction method of building combined type building, comprise the following steps: (1) makes prefabricated component according to design size, described prefabricated component comprises precast wall body, precast floor slab and prefabricated roof, described precast wall body comprises wallboard, pillar and crossbeam, described precast wall body is integrated into, and described in interconnective two, the junction of prefabricated component is all reserved with steel plate or reinforcing bar arbitrarily; Build ground, described ground is reserved with steel plate or the reinforcing bar of installing for described precast wall body; (2) described precast wall body is vertically placed on to described ground, again the steel plate on described precast wall body or steel bar welding are connected to steel plate or reinforcing bar corresponding on described ground, and steel plate or the reinforcing bar at the place of interconnecting of precast wall body described in interconnective any two are welded; Perform step again (3) or step (5); (3) described precast floor slab is positioned over to the top of the described precast wall body of installing in previous step, then the steel plate on this precast floor slab or steel bar welding are connected to corresponding steel plate or the reinforcing bar in described precast wall body top of installing in previous step; Perform step again (4); (4) after first floor building construction, the first floor building of take carries out second layer building construction as basis, the working procedure of second layer building is identical with the working procedure of first floor building, and later every first floor room all following one deck building carries out identical working procedure for basic, until top layer; Perform step again (5); (5), during the building of architectural top, by described prefabricated roof and be positioned over the top of the described precast wall body of top layer, then the steel plate on described prefabricated roof or steel bar welding are connected to corresponding steel plate or the reinforcing bar in described precast wall body top of top layer.
Preferably, in upper and lower double-decker, described in interconnective two, the place of interconnecting of pillar is all reserved with steel plate, and in upper and lower double-decker, described in interconnective two, the steel plate at the place of interconnecting of pillar connects by electric welding.
Preferably, described in interconnective two, the place of interconnecting of wallboard is all reserved with steel plate arbitrarily, and described in interconnective two, the steel plate at the place of interconnecting of wallboard connects by electric welding arbitrarily.
Preferably, described in interconnective two, the place of interconnecting of crossbeam is all reserved with steel plate arbitrarily, and described in interconnective two, the steel plate at the place of interconnecting of crossbeam connects by electric welding arbitrarily.
Preferably, described crossbeam is positioned at the top of described precast wall body, described precast floor slab is carried on described crossbeam, described crossbeam and precast floor slab are all reserved with reinforcing bar, the reinforcing bar at interconnective described crossbeam and the precast floor slab place of interconnecting connects by electric welding, and at the gap of junction fluid concrete.
Preferably, described prefabricated roof comprises group unit, some prefabricated roofs, group unit, described prefabricated roof comprises top cover and bottom girder, described top cover comprises lid and back timber, described lid is positioned at the top of described back timber, and described top cover is integrated into, and described bottom girder is positioned at the bottom of described top cover, described prefabricated roof group unit integral is made, and some described prefabricated roofs group element solder is combined to form described prefabricated roof; The junction at the described precast wall body top of described bottom girder and top layer is reserved with steel plate, and described bottom girder is connected by electric welding with the steel plate at the place of interconnecting, described precast wall body top of top layer.
Preferably, described precast wall body is also reserved with at least one in doorway, window, wiring duct, water pipe and water pipe use hydraulic joint.
Preferably, described step (3) or step (5) also comprise afterwards: door, window, power supply facilities and water facilities are installed.
Preferably, described prefabricated component also comprises precast stair, the top and bottom of described precast stair are all reserved with steel plate, described in bilevel two, precast floor slab is all reserved with the steel plate of installing for described precast stair, and the steel plate on described precast stair connects by electric welding with the steel plate on be connected described precast floor slab.
Preferably, described in each, the described pillar of precast wall body and crossbeam are integrated and are cross-linked, and described pillar is vertical setting, and described crossbeam is and is horizontally disposed with, and it is inner and outside that described wallboard is shaped in the framework that described pillar and crossbeam surround.
Compared with prior art, the present invention first makes various prefabricated components according to design size, again each prefabricated component is welded to combination at the construction field (site), can complete whole building construction process, construction method is simple and convenient, realized batch production and made prefabricated component, on-the-spot mode of prefabricated component being welded to combination.With traditional form of construction work building a building, compare, one can solve the pollution of environment and noise, very environmental protection; Two can shorten construction period greatly, and saved the installation form in building construction process, blown ash, tile fixing, extension putty and the operations such as groove that burst at the seams, can save a large amount of manpower and materials, greatly saved manpower and materials cost.Between each prefabricated component of composition combined type building, by steel plate or steel bar welding, tap into row and connect, integral body is tower structure, and structure is very firm.And precast wall body of the present invention comprises wallboard, pillar and crossbeam, and this precast wall body is integrated into, and makes the structure of precast wall body more solid and reliable, greatly strengthened combined type building fastness.
Accompanying drawing explanation
Fig. 1 is the flow chart of the construction method of building combined type building of the present invention.
Fig. 2 is the plane structure schematic diagram after precast floor slab of the present invention, precast wall body and ground welding combination.
Fig. 3 is the top view after the wallboard welding of different precast wall bodies of the present invention is combined.
Fig. 4 is the top view after the beam welding of different precast wall bodies of the present invention combines.
Fig. 5 is the plane structure schematic diagram after the beam welding of precast floor slab of the present invention and precast wall body combines.
Fig. 6 is the partial schematic diagram of the top layer building of the combined type building built of the present invention.
Fig. 7 is the top view on the prefabricated roof of the combined type building built of the present invention.
Fig. 8 is the partial schematic diagram of the top layer building of the combined type building built in another embodiment of the present invention.
Fig. 9 is the front elevation drawing of Fig. 8.
Figure 10 is the plane structure schematic diagram after precast stair of the present invention and bilevel two precast floor slab welding combinations.
Figure 11 is the full sectional view of wallboard reverse mould in high precision template of precast wall body of the present invention.
Figure 12 is the full sectional view of precast floor slab of the present invention reverse mould in high precision template.
Figure 13 is the embedded screw-thread steel of crossbeam of the present invention and stirrup plane structure structural representation.
Figure 14 is the embedded screw-thread steel of pillar of the present invention and stirrup plane structure structural representation.
The specific embodiment
In order to describe technology contents of the present invention, structural feature in detail, below in conjunction with embodiment and coordinate accompanying drawing to be described further.
Refer to Fig. 1, the construction method 100 of building combined type building of the present invention comprises the following steps: (11) make prefabricated component (not marking in figure) according to design size, prefabricated component comprises precast wall body 21, precast floor slab 22 and prefabricated roof 23, precast wall body 21 comprises wallboard 211, pillar 212 and crossbeam 213, precast wall body 21 is integrated into, and the junction of interconnective two prefabricated components is all reserved with steel plate 24 or reinforcing bar 25 arbitrarily; Build ground 28, ground 28 is reserved with steel plate 24 or the reinforcing bar 25 of installing for precast wall body 21; Then carry out (12) precast wall body 21 is vertically placed on to ground 28, again the steel plate on precast wall body 21 24 or reinforcing bar 25 are welded in to steel plate 24 or reinforcing bar 25 corresponding on ground 28, and the steel plate at the place of interconnecting of interconnective any two precast wall bodies 21 24 or reinforcing bar 25 are welded; According to actual building, need judgement (121) whether to build two-layer or two-layer above combined type building, if not, while directly carrying out the building of (15) architectural top, by prefabricated roof 23 and be positioned over the top of the precast wall body 21 of top layer, then the steel plate 24 on prefabricated roof 23 or reinforcing bar 25 are welded in to corresponding steel plate 24 or the reinforcing bar 25 in precast wall body 21 tops of top layer; If, carry out (13) and precast floor slab 22 is positioned over to the top of the precast wall body 21 of installing in previous step, then the steel plate 24 on this precast floor slab 22 or reinforcing bar 25 are welded in to corresponding steel plate 24 or the reinforcing bar 25 in precast wall body 21 tops of installing in previous step; According to actual building, need judgement (131) whether to carry out indoor assembling construction, if so, directly carry out (16) door, window, power supply facilities and water facilities are installed; After carrying out (14) first floor building construction if not, the first floor building of take carries out second layer building construction as basis, the working procedure of second layer building is identical with the working procedure of first floor building, later every first floor room all following one deck building carries out identical working procedure for basic, until top layer; While carrying out again the building of (15) architectural top, by prefabricated roof 23 and be positioned over the top of the precast wall body 21 of top layer, then the steel plate 24 on prefabricated roof 23 or reinforcing bar 25 are welded in to corresponding steel plate 24 or the reinforcing bar 25 in precast wall body 21 tops of top layer; Finally carry out (16) door, window, power supply facilities and water facilities are installed, that is, step (16) can be carried out after the frame welding combination in every floor room, also can after whole combined type building welding combination, carry out.Thereby make the present invention only need first according to design size, to make various prefabricated components, again each prefabricated component is welded to combination at the construction field (site), can complete whole building construction process, construction method is simple and convenient, realized batch production and made prefabricated component, on-the-spot mode of prefabricated component being welded to combination.With traditional form of construction work building a building, compare, one can solve the pollution of environment and noise, very environmental protection; Two can shorten construction period greatly, and saved the installation form in building construction process, blown ash, tile fixing, extension putty and the operations such as groove that burst at the seams, can save a large amount of manpower and materials, greatly saved manpower and materials cost.Between each prefabricated component of composition combined type building, by steel plate 24 or reinforcing bar 25 welding, connect, integral body is tower structure, and structure is very firm.And precast wall body 21 of the present invention comprises wallboard 211, pillar 212 and crossbeam 213, and this precast wall body 21 is integrated into, and makes the structure of precast wall body 21 more solid and reliable, greatly strengthened combined type building fastness.Particularly, as follows:
Refer to Fig. 2, in upper and lower double-decker, the place of interconnecting of interconnective two pillars 212 is all reserved with steel plate 24, and in upper and lower double-decker, the steel plate 24 at the place of interconnecting of interconnective two pillars 212 connects by electric welding.Make the syndeton of interconnective two pillars 212 in the building of upper and lower both sides more solid and reliable.
Refer to Fig. 3, the place of interconnecting of interconnective two wallboards 211 is all reserved with steel plate 24 arbitrarily, and the steel plate 24 at the place of interconnecting of interconnective two wallboards 211 connects by electric welding arbitrarily.; when precast wall body 21 welds combination with precast wall body 21; if junction is interconnecting of wallboard 211, be that the steel plate at the place of interconnecting of two wallboards 211 24 is connected by electric welding, make precast wall body 21 more solid and reliable with the welding combination of precast wall body 21.
Refer to Fig. 4, the place of interconnecting of interconnective two crossbeams 213 is all reserved with steel plate 24 arbitrarily, and the steel plate 24 at the place of interconnecting of interconnective two crossbeams 213 connects by electric welding arbitrarily.; when precast wall body 21 welds combination with precast wall body 21; if junction is interconnecting of crossbeam 213, be that the steel plate at the place of interconnecting of two crossbeams 213 24 is connected by electric welding, make precast wall body 21 more solid and reliable with the welding combination of precast wall body 21.
Refer to Fig. 2 and Fig. 5, crossbeam 213 is positioned at the top of precast wall body 21, precast floor slab 22 is carried on crossbeam 213, crossbeam 213 and precast floor slab 22 are all reserved with reinforcing bar 25, the reinforcing bar 25 at interconnective crossbeam 213 and precast floor slab 22 places of interconnecting connects by electric welding, and at the gap of junction fluid concrete.
Refer to Fig. 6 and Fig. 7, prefabricated roof 23 comprises some prefabricated roof group unit 23a, prefabricated roof group unit 23a comprises top cover 231 and bottom girder 232, top cover 231 comprises lid 231a and back timber 231b, lid 231a is positioned at the top of back timber 231b, top cover 231 is integrated into, thereby makes the structure of top cover 231 more solid and reliable; Bottom girder 232 is positioned at the bottom of top cover 231, and prefabricated roof group unit 23a is integrated into, thereby makes the structure of prefabricated building top component 23a more solid and reliable; Some prefabricated roof group unit 23a welding are combined to form prefabricated roof 23; Bottom girder 232 is reserved with steel plate 24 with the junction at precast wall body 21 tops of top layer, and bottom girder 232 is connected by electric welding with the steel plate 24 at precast wall body 21 places of interconnecting, top of top layer.That is, prefabricated roof 23 can select the prefabricated roof group unit 23a of respective numbers to weld combination according to actual building area; Specifically, back timber 231b and bottom girder 232 places of interconnecting of interconnective two prefabricated roof group unit 23a are all reserved with steel plate 24 arbitrarily, the steel plate 24 at the back timber 231b place of interconnecting of interconnective two prefabricated roof group unit 23a connects by electric welding arbitrarily, and the steel plate 24 at bottom girder 232 places of interconnecting of interconnective two prefabricated roof group unit 23a connects by electric welding arbitrarily; Moreover, the lid 231a place of interconnecting of interconnective two prefabricated roof group unit 23a is all reserved with reinforcing bar 25 arbitrarily, the reinforcing bar 25 at the lid 231a place of interconnecting of interconnective two prefabricated roof group unit 23a connects by electric welding arbitrarily, thereby makes the structure on prefabricated roof 23 more solid and reliable.In the present embodiment, the housing cover that top cover 231 is platform, certainly, top cover 231 concrete structures are not as limit, in other embodiments, top cover 231 can also be according to actual user demand and flexible design, for example, in another embodiment, top cover 231 can be designed to the housing cover of the tilting shown in Fig. 8 and Fig. 9, but, not as limit.
Compared with the superior, precast wall body 21 is also reserved with at least one in doorway, window, wiring duct, water pipe and water pipe use hydraulic joint.In the present embodiment, in order to facilitate the indoor location construction in later stage, when making precast wall body 21, can be on the reserved doorway of precast wall body 21, window, wiring duct, water pipe and devices such as hydraulic joint for water pipe, make the indoor location construction in later stage more convenient.
Refer to Figure 10, more excellently be, in the present embodiment, prefabricated component also comprises precast stair 29, the top and bottom of precast stair 29 are all reserved with steel plate 24, bilevel two precast floor slabs 22 are all reserved with the steel plate 24 of installing for precast stair 29, and the steel plate 24 on precast stair 29 connects by electric welding with the steel plate 24 on be connected precast floor slab 22.Make the quick and easy for installation of precast stair 29, and mounting structure is firm reliable.
Refer to Fig. 2, pillar 212 and the crossbeam 213 of each precast wall body 21 are integrated and are cross-linked, pillar 212 is vertical setting, crossbeam 213 is and is horizontally disposed with, it is inner and outside that wallboard 211 is shaped in the framework that pillar 212 and crossbeam 213 surround, and makes the structure of precast wall body 21 more rationally firm.
Refer to Figure 11 and Figure 12, the person of meriting attention, in the present embodiment, when making precast wall body 21, wallboard is Hollow brick or foam-filled for 211 inside, to alleviate the weight of wallboard 211, and has played the effect of sound insulation, heat insulation and insulation; Ceramic tile 32 is posted on the surface of wallboard 211 and precast floor slab 22 or process polishes polishing, and wallboard 211 and precast floor slab 22 are all made at high precision template 31 reverse moulds, there is better smoothness and precision, after installing wallboard 211 and precast floor slab 22 without carrying out subsequent treatment, make the installation of precast wall body 21 more convenient, save construction cost, and more attractive in appearance.
Refer to Figure 13 and Figure 14, in the present embodiment, crossbeam 213 and pillar 212 are all embedded with screw-thread steel 26 and stirrup 27, and screw-thread steel 26 is mutual vertical welding setting with stirrup 27, the steel plate 24 at crossbeam 213 and pillar 212 two ends and screw-thread steel 26 welding, make steel plate 24 that structure is set is more firm.And steel plate 24 is also to adopt high precision template reverse mould to form, make the welding between two steel plates 24 more accurate, and it is more convenient to construct.
The person of meriting attention, in the present embodiment, the production of can shaping of the facilities such as door, window, safety grid, balustrade, installs very convenient fast, does not repeat them here.
The person of meriting attention, the more excellent structure of making for all thering is the structure made by reinforcing bar 25 and concrete or combination or screw-thread steel 26, stirrup 27 and concrete in the inside of all prefabricated components that the present invention is above-mentioned, make the structure of prefabricated component more solid and reliable, and longer service life, but, not as limit.
Compared with prior art, the present invention first makes various prefabricated components according to design size, again each prefabricated component is welded to combination at the construction field (site), can complete whole building construction process, construction method is simple and convenient, realized batch production and made prefabricated component, on-the-spot mode of prefabricated component being welded to combination.With traditional form of construction work building a building, compare, one can solve the pollution of environment and noise, very environmental protection; Two can shorten construction period greatly, and saved the installation form in building construction process, blown ash, tile fixing, extension putty and the operations such as groove that burst at the seams, can save a large amount of manpower and materials, greatly saved manpower and materials cost.Between each prefabricated component of composition combined type building, by steel plate 24 or reinforcing bar 25 welding, connect, integral body is tower structure, and structure is very firm.And precast wall body 21 of the present invention comprises wallboard 211, pillar 212 and crossbeam 213, and this precast wall body 21 is integrated into, and makes the structure of precast wall body 21 more solid and reliable, greatly strengthened combined type building fastness.
Above disclosed is only preferred embodiment of the present invention, certainly can not limit with this interest field of the present invention, and the equivalent variations of therefore doing according to the claims in the present invention, still belongs to the scope that the present invention is contained.
Claims (10)
1. a construction method of building combined type building, is characterized in that, comprises the following steps:
(1) according to design size, make prefabricated component, described prefabricated component comprises precast wall body, precast floor slab and prefabricated roof, described precast wall body comprises wallboard, pillar and crossbeam, described precast wall body is integrated into, and described in interconnective two, the junction of prefabricated component is all reserved with steel plate or reinforcing bar arbitrarily; Build ground, described ground is reserved with steel plate or the reinforcing bar of installing for described precast wall body;
(2) described precast wall body is vertically placed on to described ground, again the steel plate on described precast wall body or steel bar welding are connected to steel plate or reinforcing bar corresponding on described ground, and steel plate or the reinforcing bar at the place of interconnecting of precast wall body described in interconnective any two are welded; Perform step again (3) or step (5);
(3) described precast floor slab is positioned over to the top of the described precast wall body of installing in previous step, then the steel plate on this precast floor slab or steel bar welding are connected to corresponding steel plate or the reinforcing bar in described precast wall body top of installing in previous step; Perform step again (4);
(4) after first floor building construction, the first floor building of take carries out second layer building construction as basis, the working procedure of second layer building is identical with the working procedure of first floor building, and later every first floor room all following one deck building carries out identical working procedure for basic, until top layer; Perform step again (5);
(5), during the building of architectural top, by described prefabricated roof and be positioned over the top of the described precast wall body of top layer, then the steel plate on described prefabricated roof or steel bar welding are connected to corresponding steel plate or the reinforcing bar in described precast wall body top of top layer.
2. build as claimed in claim 1 the construction method of combined type building, it is characterized in that, in upper and lower double-decker, described in interconnective two, the place of interconnecting of pillar is all reserved with steel plate, and in upper and lower double-decker, described in interconnective two, the steel plate at the place of interconnecting of pillar connects by electric welding.
3. build as claimed in claim 1 the construction method of combined type building, it is characterized in that, described in interconnective two, the place of interconnecting of wallboard is all reserved with steel plate arbitrarily, and described in interconnective two, the steel plate at the place of interconnecting of wallboard connects by electric welding arbitrarily.
4. build as claimed in claim 1 the construction method of combined type building, it is characterized in that, described in interconnective two, the place of interconnecting of crossbeam is all reserved with steel plate arbitrarily, and described in interconnective two, the steel plate at the place of interconnecting of crossbeam connects by electric welding arbitrarily.
5. build as claimed in claim 1 the construction method of combined type building, it is characterized in that, described crossbeam is positioned at the top of described precast wall body, described precast floor slab is carried on described crossbeam, described crossbeam and precast floor slab are all reserved with reinforcing bar, the reinforcing bar at interconnective described crossbeam and the precast floor slab place of interconnecting connects by electric welding, and at the gap of junction fluid concrete.
6. build as claimed in claim 1 the construction method of combined type building, it is characterized in that, described prefabricated roof comprises group unit, some prefabricated roofs, group unit, described prefabricated roof comprises top cover and bottom girder, and described top cover comprises lid and back timber, and described lid is positioned at the top of described back timber, described top cover is integrated into, described bottom girder is positioned at the bottom of described top cover, and described prefabricated roof group unit integral is made, and some described prefabricated roofs group element solder is combined to form described prefabricated roof; The junction at the described precast wall body top of described bottom girder and top layer is reserved with steel plate, and described bottom girder is connected by electric welding with the steel plate at the place of interconnecting, described precast wall body top of top layer.
7. build as claimed in claim 1 the construction method of combined type building, it is characterized in that, described precast wall body is also reserved with at least one in doorway, window, wiring duct, water pipe and water pipe use hydraulic joint.
8. build as claimed in claim 7 the construction method of combined type building, it is characterized in that, described step (3) or step (5) also comprise afterwards: door, window, power supply facilities and water facilities are installed.
9. build as claimed in claim 1 the construction method of combined type building, it is characterized in that, described prefabricated component also comprises precast stair, the top and bottom of described precast stair are all reserved with steel plate, described in bilevel two, precast floor slab is all reserved with the steel plate of installing for described precast stair, and the steel plate on described precast stair connects by electric welding with the steel plate on be connected described precast floor slab.
10. build as claimed in claim 1 the construction method of combined type building, it is characterized in that, described in each, the described pillar of precast wall body and crossbeam are integrated and are cross-linked, described pillar is vertical setting, described crossbeam is and is horizontally disposed with, and it is inner and outside that described wallboard is shaped in the framework that described pillar and crossbeam surround.
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| CN201410404153.2A CN104153576B (en) | 2014-08-15 | 2014-08-15 | The construction method of building combination type building |
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| CN201410404153.2A CN104153576B (en) | 2014-08-15 | 2014-08-15 | The construction method of building combination type building |
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| CN104947935A (en) * | 2015-04-30 | 2015-09-30 | 袁建华 | Construction method of combined kitchen and bathroom |
| CN106032705A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Integrated casting molding construction method of reinforced concrete floor system |
| CN111424981A (en) * | 2020-04-07 | 2020-07-17 | 广州市水电设备安装有限公司 | Pre-embedding laying method for wires of fabricated building |
| CN111456453A (en) * | 2020-04-01 | 2020-07-28 | 豫通工程管理有限公司 | Method for mounting assembly type concrete member |
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| CN106032705A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Integrated casting molding construction method of reinforced concrete floor system |
| CN106032705B (en) * | 2015-11-06 | 2018-01-09 | 广州容联建筑科技有限公司 | A kind of integral type pouring molding construction method of reinforced concrete floor |
| CN111456453A (en) * | 2020-04-01 | 2020-07-28 | 豫通工程管理有限公司 | Method for mounting assembly type concrete member |
| CN111424981A (en) * | 2020-04-07 | 2020-07-17 | 广州市水电设备安装有限公司 | Pre-embedding laying method for wires of fabricated building |
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