CN103422672A - Construction method for reinforced concrete prefabricated house - Google Patents
Construction method for reinforced concrete prefabricated house Download PDFInfo
- Publication number
- CN103422672A CN103422672A CN2013103832132A CN201310383213A CN103422672A CN 103422672 A CN103422672 A CN 103422672A CN 2013103832132 A CN2013103832132 A CN 2013103832132A CN 201310383213 A CN201310383213 A CN 201310383213A CN 103422672 A CN103422672 A CN 103422672A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- panel
- concrete
- construction
- stack
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 84
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 41
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 239000011376 self-consolidating concrete Substances 0.000 claims abstract description 23
- 230000002787 reinforcement Effects 0.000 claims abstract description 12
- 230000000875 corresponding Effects 0.000 claims abstract description 8
- 238000003466 welding Methods 0.000 claims abstract description 7
- 238000005266 casting Methods 0.000 claims abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 4
- 239000004567 concrete Substances 0.000 claims description 69
- 238000009434 installation Methods 0.000 claims description 37
- 230000003014 reinforcing Effects 0.000 claims description 30
- 210000003195 Fascia Anatomy 0.000 claims description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 239000002965 rope Substances 0.000 claims description 9
- 229920002396 Polyurea Polymers 0.000 claims description 7
- VGGSQFUCUMXWEO-UHFFFAOYSA-N ethene Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,PD94bWwgdmVyc2lvbj0nMS4wJyBlbmNvZGluZz0naXNvLTg4NTktMSc/Pgo8c3ZnIHZlcnNpb249JzEuMScgYmFzZVByb2ZpbGU9J2Z1bGwnCiAgICAgICAgICAgICAgeG1sbnM9J2h0dHA6Ly93d3cudzMub3JnLzIwMDAvc3ZnJwogICAgICAgICAgICAgICAgICAgICAgeG1sbnM6cmRraXQ9J2h0dHA6Ly93d3cucmRraXQub3JnL3htbCcKICAgICAgICAgICAgICAgICAgICAgIHhtbG5zOnhsaW5rPSdodHRwOi8vd3d3LnczLm9yZy8xOTk5L3hsaW5rJwogICAgICAgICAgICAgICAgICB4bWw6c3BhY2U9J3ByZXNlcnZlJwp3aWR0aD0nODVweCcgaGVpZ2h0PSc4NXB4JyB2aWV3Qm94PScwIDAgODUgODUnPgo8IS0tIEVORCBPRiBIRUFERVIgLS0+CjxyZWN0IHN0eWxlPSdvcGFjaXR5OjEuMDtmaWxsOiNGRkZGRkY7c3Ryb2tlOm5vbmUnIHdpZHRoPSc4NS4wJyBoZWlnaHQ9Jzg1LjAnIHg9JzAuMCcgeT0nMC4wJz4gPC9yZWN0Pgo8cGF0aCBjbGFzcz0nYm9uZC0wIGF0b20tMCBhdG9tLTEnIGQ9J00gMTMuMCw0Ny44IEwgNzEuMCw0Ny44JyBzdHlsZT0nZmlsbDpub25lO2ZpbGwtcnVsZTpldmVub2RkO3N0cm9rZTojM0I0MTQzO3N0cm9rZS13aWR0aDoxLjBweDtzdHJva2UtbGluZWNhcDpidXR0O3N0cm9rZS1saW5lam9pbjptaXRlcjtzdHJva2Utb3BhY2l0eToxJyAvPgo8cGF0aCBjbGFzcz0nYm9uZC0wIGF0b20tMCBhdG9tLTEnIGQ9J00gMTMuMCwzNi4yIEwgNzEuMCwzNi4yJyBzdHlsZT0nZmlsbDpub25lO2ZpbGwtcnVsZTpldmVub2RkO3N0cm9rZTojM0I0MTQzO3N0cm9rZS13aWR0aDoxLjBweDtzdHJva2UtbGluZWNhcDpidXR0O3N0cm9rZS1saW5lam9pbjptaXRlcjtzdHJva2Utb3BhY2l0eToxJyAvPgo8L3N2Zz4K C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 claims description 7
- 239000000725 suspension Substances 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 6
- 239000004698 Polyethylene (PE) Substances 0.000 claims description 5
- -1 polyethylene Polymers 0.000 claims description 5
- 229920000573 polyethylene Polymers 0.000 claims description 5
- 210000000554 Iris Anatomy 0.000 claims description 3
- 238000005034 decoration Methods 0.000 claims description 3
- 230000005611 electricity Effects 0.000 claims description 3
- 239000000789 fastener Substances 0.000 claims description 3
- 238000000227 grinding Methods 0.000 claims description 3
- 229920000591 gum Polymers 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 3
- 230000035515 penetration Effects 0.000 claims description 3
- 230000001915 proofreading Effects 0.000 claims description 3
- 239000000565 sealant Substances 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 239000003643 water by type Substances 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 9
- 238000011065 in-situ storage Methods 0.000 abstract description 5
- 210000000474 Heel Anatomy 0.000 abstract 1
- 125000004122 cyclic group Chemical group 0.000 abstract 1
- 230000001429 stepping Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 8
- 239000011083 cement mortar Substances 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Abstract
The invention provides a construction method for a reinforced concrete prefabricated house. The method comprises the following steps of constructing a foundation; mounting prefabricated wallboards; casting in situ T-shaped, L-shaped and inline vertical heel posts; pouring micro-expansion mortar into vertical steel tie preformed holes in the upper and lower ends of the prefabricated wallboards; mounting reinforced concrete prefabricated superimposed beams; mounting reinforced concrete prefabricated stairs and flat stepping plates; mounting prefabricated superimposed floor slabs on the prefabricated superimposed beams; welding and binding corresponding reinforcements exposed from the prefabricated superimposed floor slabs, the upper ends of the prefabricated superimposed beams and the prefabricated wallboards into a whole, and inserting vertical anchor bars for fixing the upper and lower end parts of the prefabricated superimposed beams and the wallboards, and casting self-compacting concrete on the upper parts of the prefabricated superimposed floor slabs. A 100m-high building can be constructed in an 8 earthquake fortification region such as Beijing by sequential and cyclic construction to a design top layer from bottom to top. According to the method, a technical index of building energy efficiency of 75 percent can be achieved, and the development of a prefabricated house construction technology can be accelerated.
Description
Technical field
The present invention relates to the building construction technology field, refer to especially the construction job practices in a kind of reinforced concrete precast assembling house.
Background technology
As far back as eighties of last century, China's fifties just brings into use assembled architecture, but assembled architecture technology slower development always at home is backward in technique in world standard.8 departments of State Council in 2009 dispatch a joint document and announce to start in China scientific research and demonstration and the popularization of assembled architecture comprehensively, the General Office of the State Council is about forwarding the notice [Office of the State Council is sent out (2013) No. 1] of State Development and Reform Commission, house town and country construction section green building action scheme, the departments such as house town and country construction want Speed-up Establishment to promote the standards system of the links such as design, construction, component production of industrialization of construction industry, the standardization of pushing structure part, component, parts, enrich the kind of standard component, improve versatility and substitutability.The building systems such as prefabricated assembled concrete, steel work that promote to be applicable to suitability for industrialized production, accelerate development the prefabricated and mounting technology of construction project, improves industrialization of construction industry technology integrated horizontal.The industrialization construction of base that support integrates design, produces, constructs, carry out the industrialized building demonstration pilot project.Actively carry out the house full trim, encourage New Dwelling once to fit up and put in place or the menu mode finishing, promote personalized finishing unified mutually with the industrialization finishing.The assembled architecture technical development just becomes act of state like this, and only having act of state just can make the assembled architecture technology is that new development is made in Chinese industry progress.
But the unreasonable structure of existing prefabricated building, member manufacturing process innovative point is on the low side, and component assembling construction process innovation point starting point is low, causes construction cost using technology higher than current, so Difficulty.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of reasonable structure design method, the construction of constructability, can reduce the reinforced concrete precast assembling housing construction construction method of the obvious economic of engineering cost more than 20%.
For solving the problems of the technologies described above, embodiments of the invention provide a kind of reinforced concrete precast assembling housing construction construction method, comprising:
Carry out foundation construction; Reserve groove at the grade beam upper surface during construction, and in groove, the polyethylene rod is installed;
Assign the vertical anchor bar of prefabricated panel along the load bearing wall axis by design attitude, draw the installation control line of prefabricated panel on the wall axis, and measure prefabricated panel installed height mark control point; Described prefabricated panel comprises precast wall panel and prefabricated inner wall panel; At first big angle ,Nei big angle and adjacent side fascia outside house are installed, and are proofreaied and correct levelness and the verticality of side fascia, then use setting tool to be fixed;
Precast wall panel is installed, and precast wall panel proofread and correct vertically reach absolute altitude after with there being the diagonal brace of leading screw that precast wall panel is fixed; Then the steel concrete inner wall panel is installed;
The reinforcing cage of the vertical cast-in-place structural load-bearing pillar of L-type, T-shaped, yi word pattern is installed, and precast wall panel and the structure reinforcing bars crossed out in the steel concrete inner wall panel are welded and fixed into to an integral body with the vertical vertical reinforcement colligation of cast-in-place structural load-bearing pillar;
The concrete-pouring template of vertical cast-in-place structural load-bearing pillar is installed, is then built the vertical cast-in-place structural load-bearing pillar of L-type, T-shaped, yi word pattern; And after concrete strength reaches code requirement the dismantling concrete formwork for placing;
Vertical steel tie preformed hole with microdilatancy mortar injection precast wall panel and steel concrete inner wall panel lower end;
At L-type, vertical cast-in-place structural load-bearing pillar top T-shaped, yi word pattern, reinforced concrete prefabricated stack beam is installed;
The prefabricated reinforced concrete stair are installed on foundation wall top;
Press the working drawing position step platen of having a rest is installed;
At prefabricated stack beam and vertical reinforcement concrete bearing post, prefabricated panel top, reinforced concrete prefabricated stack floor is installed; And in prefabricated stack floor slab bottoms, lateral bracket and vertical supporting column are installed;
The corresponding reinforcing bar welding colligation of the prefabricated stack floor of reinforced concrete, prefabricated stack beam, precast wall panel is become to an integral body; And insert anchor bar in prefabricated stack beam, precast wall panel bottom, steel concrete inner wall panel top and the bottom in vertical anchor bar preformed hole position, and pour into a mould the self-compacting concrete on prefabricated stack floor top.
As technique scheme preferably, described method also comprises: after installing the last layer prefabricated panel, by preformed hole to the described first floor grade beam top, up all in the assembled transverse concave groove of levels wallboard, put into round polyethylene sealing rod and inject building sealant.
As technique scheme preferably, described method also comprises:
The required template of present room walling panel is installed, and the reinforcing bar of colligation present room walling panel template, then concreting;
Do the roof heat insulation waterproof construction;
Door, window installation;
External Wall embedding horizontal joint, powdering construction;
Carry out indoor water, electricity, warm up, defend, gas, network service engineering construction,
Carry out the interior decoration construction.
As technique scheme preferably, the reinforced concrete prefabricated side fascia of described installation specifically comprises:
Carry out foundation construction, staircase shear wall pouring construction, and vertically insert tension rib on the grade beam axis;
Proofread and correct wallboard lower fulcrum zone level deviation with level gauge, and the actual installation position of definite prefabricated panel; Verticality to tension rib is proofreaied and correct, and adapted wallboard leveling device carries out horizontal actual deviation correction to prefabricated panel;
Prepare the levelling parallels; Prepare transverse joint water resistant polyurea ethene rod; Check whether prefabricated panel is for having obstacle in the groove connected;
Prefabricated panel is installed steel plate fulcrum, the installation prefabricated panel correction diagonal brace fixed connecting piece that diagonal brace is used is installed; The steel plateelement of the diagonal brace fulcrum set bolt on installation ground;
The water resistant polyurea ethene rod of installing in groove for installing at side fascia injects special seal gum; After side fascia is installed to the design and installation position with the lifting machinery handling, fixing upper steel diagonal brace is installed, and levelness and the verticality of proofreading and correct side fascia;
The reinforced concrete structural column of perfusion inner wall panel both sides;
Install after cast-in-place L-type, the pre-buried hydroelectric line penetration pipe that T-shaped, the yi word pattern load-bearing pillar passes through, formwork supporting plate and carry out L-type, T-shaped, yi word pattern load-bearing pillar and shear wall concreting;
With expansive concrete perfusion dowel hole, inside and outside wall board lower end; Prefabricated stack beam is installed, prefabricated stack floor is installed; Bearing support and the vertical supporting column of prefabricated stack floor bottom are installed; Reinforcing bar pre-embedded pipe and fixedly reserving hole template is installed in the second pouring layer of colligation stack floor top;
Reinforcing bar by one deck position that coexists between adjacent prefabricated stack floor is fixed together, and with level gauge, measures second pouring self-compacting concrete pouring construction absolute altitude control point; Then build self-compacting concrete, the secondary pouring construction, so that described reinforced concrete prefabricated wallboard, prefabricated stack beam, prefabricated stack floor structurally form a structural entity, improves the earthquake resistant structure performance;
The self-compacting concrete pouring construction carries out concrete curing after completing concrete final set.
As technique scheme preferably, described installation prefabricated reinforced concrete stair and breath step platen specifically comprise:
Connect lifting lifting rope on steel lifting fringed iris herb to lift by crane described precast stair on the suspension hook of described prefabricated stack beam, and the reinforcing bar of described precast stair and the reinforcing bar of step platform are fixed together; Concreting is so that described precast stair forms an integral body with the step platform.
As technique scheme preferably, described method also comprises:
Clear up after the rubbish on prefabricated stack floor watered moistening;
Mark off casting area on prefabricated stack floor and precast stair after, along the direction on the long limit of described prefabricated stack floor, carry out concreting until reach design elevation;
The moist curing concrete waters after concrete final set.
As technique scheme preferably, the method for the prefabricated stack beam of described installation specifically comprises:
By the lifting rope be fixed on pre-buried fastener, the described prefabricated stack beam state of being kept upright is lifted into to the installation fulcrum on wall column;
Pour into a mould the special-purpose self-compacting concrete of high strength at described prefabricated stack beam and cast-in-place L-type, lap-joint T-shaped, the yi word pattern load-bearing pillar, the beam that makes to superpose realizes that with the whole stack floor in top and inside and outside wall board overall structure connects to reach the purpose of design that improves anti-seismic performance.
As technique scheme preferably, describedly prefabricated stack floor be installed on prefabricated stack beam and vertical reinforcement concrete bearing post specifically comprised:
Lifting rope is fixed on four jiaos, prefabricated stack floor and middle symmetrical pre-buried suspension hook, and makes floor keep level to be lifted;
On wallboard, wall column, prefabricated stack beam, fixed bolster is installed, and prefabricated stack floor lifting is put in place; Inject the special-purpose self-compacting concrete of high strength in the gap of prefabricated stack floor, and inject the special-purpose self-compacting concrete of high strength between wallboard, wall column, prefabricated stack beam;
The self-compacting concrete pouring construction completes, the moistening maintenance of carrying out of watering after concrete final set.
As technique scheme preferably, during the prefabricated stack floor of described installation, also comprise:
According to design drawing, require the upper and lower side at prefabricated inner wall panel, the bottom plate of side fascia that the long vertical anchor bar of 500mm is installed;
According to drawing requirement, the reinforcing bar on the stack beam is become to an integral body with the upper strata corresponding reinforcing bar welding colligation on the stack floor at prefabricated stack beam position.
The beneficial effect of the embodiment of the present invention is:
The embodiment of the present invention can better utilize prefabricated units to build house, improves efficiency of construction.The design top layer is arrived in the circulation construction successively from bottom to top, can build the building of 100 meters of height as 8 degree earthquake protection areas, Pekinese, the present invention can realize the technical indicator of building energy conservation 75%, can reduce engineering cost 20% on year-on-year basis with the secondary structure design scheme, with the secondary structure design scheme, the construction period can shorten 1/3 on year-on-year basis, present technique factory rate reaches 80%, and the embodiment of the present invention can be accelerated the development of prefabricated house Building technology.
The accompanying drawing explanation
The schematic flow sheet of the method that Fig. 1 is the embodiment of the present invention;
Wallboard in the method that Fig. 2 is the embodiment of the present invention and floor mounting structure schematic diagram;
The syndeton schematic diagram that Fig. 3 is inner wall panel and reinforced concrete cast-in-situ constructional column;
The structural representation that Fig. 4 is assembled connection between prefabricated stack floor;
The syndeton schematic diagram that Fig. 5 is prefabricated stack floor and prefabricated stack beam;
The syndeton schematic diagram that Fig. 6 is inner wall panel and prefabricated stack floor;
The syndeton schematic diagram that Fig. 7 is side fascia and cast-in-place L-type pillar;
The syndeton schematic diagram that Fig. 8 is side fascia and cast-in-place T-shaped pillar;
The syndeton schematic diagram that Fig. 9 is side fascia and cast-in-place 1 type pillar;
The syndeton schematic diagram that Figure 10 is inner wall panel and prefabricated stack beam, prefabricated stack floor;
The structural representation that Figure 11 is inner corner trim place wallboard and cast-in-place concrete column.
The specific embodiment
For making the technical problem to be solved in the present invention, technical scheme and advantage clearer, be described in detail below in conjunction with the accompanying drawings and the specific embodiments.
The embodiment of the present invention proposed a kind of reinforced concrete precast assembling housing construction construction method, and its flow process as shown in Figure 1, comprising:
Carry out foundation construction; Reserve groove at the grade beam upper surface when construction, and in groove, the polyethylene rod is installed;
Assign the vertical anchor bar of prefabricated panel along the load bearing wall axis by design attitude, draw the installation control line of prefabricated panel on the wall axis, and measure prefabricated panel installed height mark control point; Described prefabricated panel comprises precast wall panel and prefabricated inner wall panel; At first big angle ,Nei big angle and adjacent side fascia outside house are installed, and are proofreaied and correct levelness and the verticality of side fascia, then use setting tool to be fixed;
Precast wall panel is installed, and is proofreaied and correct after vertically reaching absolute altitude and with the diagonal brace that leading screw is arranged, precast wall panel and steel concrete stack floor are realized fixing at precast wall panel; The steel concrete inner wall panel is installed;
The reinforcing cage that the constructional column of the vertical cast-in-place structural load-bearing pillar of L-type, T-shaped, yi word pattern and the horizontally-spliced use of inner wall panel connects is installed, and precast wall panel and the structure reinforcing bars stretched out in the steel concrete inner wall panel are welded and fixed into to an integral body with the vertical corresponding colligation of vertical reinforcement of cast-in-place structural load-bearing pillar;
The concreting template of the constructional column of vertical cast-in-place structural load-bearing pillar and the horizontally-spliced use of inner wall panel is installed, then builds L-type, T-shaped, the vertical cast-in-place structural load-bearing pillar of yi word pattern and the constructional column concrete of the horizontally-spliced use of inner wall panel; And after concrete strength reaches code requirement the dismantling concrete formwork for placing;
Vertical steel tie preformed hole with microdilatancy mortar injection precast wall panel and steel concrete inner wall panel lower end;
The prefabricated reinforced concrete stair are installed and by design elevation, the step platen of having a rest are installed;
At prefabricated stack beam and precast wall panel top, prefabricated stack floor is installed; And in prefabricated stack floor slab bottoms, lateral bracket and vertical supporting are installed;
The corresponding welding of the reinforcing bar stretched out on reinforced concrete prefabricated stack floor, prefabricated stack beam, prefabricated panel colligation is become to an integral body; And insert anchor bar on prefabricated stack beam, precast wall panel, steel concrete inner wall panel top in vertical anchor bar preformed hole position, then poured into a mould prefabricated stack floor top self-compact concrete in construction.
Wherein, the structure while being installed on precast floor slab by prefabricated panel as shown in Figure 2, precast floor slab 1 a prefabricated panel respectively is installed up and down, be provided with the reinforced concrete beam 21 of horizontal connection in this prefabricated panel 2 with fixing with this precast floor slab 1.This prefabricated panel 2 is provided with tension rib 23, injected hole 22 and lower end injected hole 24.Pass through lower end injected hole 24 injected water cement mortars 4 between this precast floor slab 1 and wallboard 2, and junction also is provided with waterstop sealing bar 15 and micro-expansion cement jointing 16.And formed cast-in-situ concrete overall structure layer 3 on this precast floor slab 1 top by stack cast-in-situ concrete layer.
Concrete, described method also comprises: after installing the last layer prefabricated panel, by preformed hole to the described first floor grade beam top, up all in the assembled transverse concave groove of levels wallboard, inject building sealant.
Concrete, described method also comprises:
The present room walling panel template is installed, and the reinforcing bar of colligation present room walling panel template, then concreting;
Do the roof heat insulation waterproof construction;
Door, window installation;
External Wall embedding horizontal joint, powdering construction;
Carry out indoor water, electricity, warm up, defend, gas, network service engineering construction,
Carry out the interior decoration construction.
Concrete, the described installation precast wall panel in said method specifically comprises:
Carry out foundation construction, and carry out staircase shear wall pouring construction, and vertically insert tension rib on the grade beam axis;
Proofread and correct wallboard lower fulcrum zone level deviation with level gauge, and the actual installation position of definite prefabricated panel; Verticality to tension rib is proofreaied and correct, and adapted wallboard leveling device carries out horizontal actual deviation correction to prefabricated panel;
Prepare water resistant polyurea ethene rod, check and clear up prefabricated panel for the obstacle in the groove connected, water resistant polyurea ethene rod is installed;
Prefabricated panel is installed steel plate fulcrum, the installation prefabricated panel correction diagonal brace fixed connecting piece that diagonal brace is used is installed; The steel plateelement of the diagonal brace fulcrum set bolt on installation ground;
Brush special seal gum in the groove for installation of side fascia after, water resistant polyurea ethene rod is installed in groove; By be in place after the side fascia lifting rear installation diagonal brace levelness and the verticality of proofreading and correct side fascia;
The reinforced concrete structural column of perfusion inner wall panel both sides;
Install after cast-in-place L-type, the pre-buried hydroelectric line penetration pipe that T-shaped, the yi word pattern load-bearing pillar passes through, formwork supporting plate institute's L-type, T-shaped, yi word pattern load-bearing pillar and shear wall concreting;
With expansive concrete perfusion dowel hole, inside and outside wall board lower end; Prefabricated stack beam is installed, prefabricated stack floor is installed; Carriage and the bracing frame of prefabricated stack underfloor are installed; Assembling reinforcement pre-embedded pipe and reserved casement;
Reinforcing bar correspondence between contiguous prefabricated stack floor is fixed together, with level gauge, measures and build the absolute altitude control point; Then build self-compacting concrete, so that described prefabricated panel, prefabricated stack beam, prefabricated stack floor structurally form a structural entity; The self-compacting concrete pouring construction completes, the moistening concrete curing of carrying out of watering after concrete final set.
Wherein, as shown in Figure 3, this inner wall panel 2A is fixed on reinforced concrete cast-in-situ constructional column 5.And as shown in figure 10, this inner wall panel 2A is provided with tension rib 23, injected hole 22, and these prefabricated stack floor 3 surfaces are provided with the layer of concrete 31 formed by on-the-spot second pouring concrete.This prefabricated stack floor 3 is fixed on prefabricated stack beam 7, and is filled with cement mortar 4 between this prefabricated stack floor 3 and prefabricated stack beam 7.As shown in Figure 4, between these two prefabricated stack floors 3, connect, the layer of concrete 31 then formed by on-the-spot second pouring concrete is secured in together.As shown in Figure 5, the junction of these two prefabricated stack floors 3 is fixed on prefabricated stack beam 7, and be filled with cement mortar 4 between this prefabricated stack floor 3 and prefabricated stack beam 7, the layer of concrete 31 then formed by on-the-spot second pouring concrete is secured in together.As shown in Figure 6, the inner wall panel 2A of this adjacent two layers is fixed on prefabricated stack floor 3, and this inner wall panel 2A is provided with tension rib 23, injected hole 22, and these prefabricated stack floor 3 surfaces are provided with the layer of concrete 31 formed by on-the-spot second pouring concrete.And as shown in Figure 7, be fixed with side fascia 2B at the external surface of cast-in-place L-type pillar 8, and the junction of this side fascia 2B and cast-in-place L-type pillar 8 is filled with cement mortar 4.Certainly, this cast-in-place pillar can be also other shapes, for example cast-in-place T-shaped pillar as shown in Figure 8 or cast-in-place yi word pattern pillar as shown in Figure 9.As shown in figure 11, at the side fascia 2B at inner corner trim place, can be fixed on cast-in-place concrete column 9, and the seam crossing of side fascia 2B is filled micro-expansion cement jointing 16.
Concrete, described installation prefabricated reinforced concrete stair and breath step platen specifically comprise:
Connect lifting lifting rope on steel lifting fringed iris herb to lift by crane described precast stair on the suspension hook of described prefabricated stack beam, and the reinforcing bar of described precast stair and reinforcing bar and Luo bolt in breath step platform are fixed together; Concreting is so that described precast stair forms an integral body with breath step platform.
Concrete, described method also comprises:
Clear up after the foreign material on prefabricated stack floor watered moistening;
Mark off and build the propelling construction sequential segments on prefabricated stack floor, direction along the long limit of described prefabricated stack floor is carried out concrete construction until complete the integral construction of a floor, the self-compacting concrete pouring construction completes, the moist curing concrete that waters after concrete final set, so the last layer sequence of construction is carried out in circulation again.
Concrete, the method for the prefabricated stack beam of described installation specifically comprises:
Be fixed on reinforcing bar suspension hook on pre-buried fastener and lifting wire rope by use and will described prefabricated stack beam keep level to be lifted into the installation fulcrum on wall column top, take after 10mm solid cement mortar plus side and support and fix;
Pour into a mould the special-purpose self-compacting concrete of high strength at described prefabricated stack beam and cast-in-place L-type, lap-joint T-shaped, the yi word pattern load-bearing pillar, the beam that makes to superpose realizes that with the whole stack floor in top and inside and outside wall board overall structure connects to reach the purpose of design of anti-seismic performance.
Concrete, describedly prefabricated stack floor is installed on prefabricated stack beam and vertical reinforcement concrete bearing post is specifically comprised:
With lifting wire rope and being fixed on four jiaos, prefabricated stack floor and middle symmetrical pre-buried reinforcing bar suspension hook, level will superpose the vertical-lift of floor use tower crane to floor is installed, horizontal handling is to concrete installation shaft line position again, take 10mm solid cement mortar after the installation in position plus side support fixing;
After the whole floor installation of the floor that will superpose, inject supporting plate and the cross binding lumps of wood and the vertical supporting post of the reinforcement of concrete in the following installing plate seam of prefabricated stack floor; Then the stack floor top between side fascia top, L-type load-bearing pillar top, T-shaped load-bearing pillar top, yi word pattern load-bearing pillar top, prefabricated stack beam, pour into a mould respectively the high-intensity self-compacting concrete of one deck, make described prefabricated panel, prefabricated stack beam, prefabricated stack floor structurally form a structural entity, the self-compacting concrete pouring construction completes, the moistening concrete curing of carrying out of watering after concrete final set.
Concrete, during the prefabricated stack floor of described installation, also comprise:
According to design drawing, require the upper and lower side at prefabricated inner wall panel, the bottom plate of side fascia that the long vertical anchor bar of 500mm is installed;
According to drawing requirement, the reinforcing bar on the stack beam is become to an integral body with the corresponding welding of the top reinforcement colligation on the stack floor at prefabricated stack beam position.
The above is the preferred embodiment of the present invention; should be understood that; middle-and-high-ranking technician for the art; under the prerequisite that does not break away from principle of the present invention; can also make some improvements and modifications; these improvements and modifications are exhibition results before the certainty in our invention, also should be considered as protection scope of the present invention.
Claims (9)
1. a reinforced concrete precast assembling housing construction construction method, is characterized in that, comprising:
Carry out foundation construction; Reserve groove at the grade beam upper surface during construction, and in groove, the polyethylene rod is installed;
Assign the vertical anchor bar of prefabricated panel along the load bearing wall axis by design attitude, draw the installation control line of prefabricated panel on the wall axis, and measure prefabricated panel installed height mark control point; Described prefabricated panel comprises precast wall panel and prefabricated inner wall panel; At first big angle ,Nei big angle and adjacent side fascia outside house are installed, and are proofreaied and correct levelness and the verticality of side fascia, then use setting tool to be fixed;
Precast wall panel is installed, and precast wall panel proofread and correct vertically reach absolute altitude after with there being the diagonal brace of leading screw that precast wall panel is fixed; Then the steel concrete inner wall panel is installed;
The reinforcing cage of the vertical cast-in-place structural load-bearing pillar of L-type, T-shaped, yi word pattern is installed, and precast wall panel and the structure reinforcing bars crossed out in the steel concrete inner wall panel are welded and fixed into to an integral body with the vertical vertical reinforcement colligation of cast-in-place structural load-bearing pillar;
The concrete-pouring template of vertical cast-in-place structural load-bearing pillar is installed, is then built the vertical cast-in-place structural load-bearing pillar of L-type, T-shaped, yi word pattern; And after concrete strength reaches code requirement the dismantling concrete formwork for placing;
Vertical steel tie preformed hole with microdilatancy mortar injection precast wall panel and steel concrete inner wall panel lower end;
At L-type, vertical cast-in-place structural load-bearing pillar top T-shaped, yi word pattern, reinforced concrete prefabricated stack beam is installed;
The prefabricated reinforced concrete stair are installed on foundation wall top;
Press the working drawing position step platen of having a rest is installed;
At prefabricated stack beam and vertical reinforcement concrete bearing post, prefabricated panel top, reinforced concrete prefabricated stack floor is installed; And in prefabricated stack floor slab bottoms, lateral bracket and vertical supporting column are installed;
The corresponding reinforcing bar welding colligation of the prefabricated stack floor of reinforced concrete, prefabricated stack beam, precast wall panel is become to an integral body; And insert anchor bar in prefabricated stack beam, precast wall panel bottom, steel concrete inner wall panel top and the bottom in vertical anchor bar preformed hole position, and pour into a mould the self-compacting concrete on prefabricated stack floor top.
2. reinforced concrete precast assembling housing construction construction method according to claim 1, it is characterized in that, described method also comprises: after installing the last layer prefabricated panel, by preformed hole to the described first floor grade beam top, up all in the assembled transverse concave groove of levels wallboard, put into round polyethylene sealing rod and inject building sealant.
3. reinforced concrete precast assembling housing construction construction method according to claim 1, is characterized in that, described method also comprises:
The required template of present room walling panel is installed, and the reinforcing bar of colligation present room walling panel template, then concreting;
Do the roof heat insulation waterproof construction;
Door, window installation;
External Wall embedding horizontal joint, powdering construction;
Carry out indoor water, electricity, warm up, defend, gas, network service engineering construction,
Carry out the interior decoration construction.
4. reinforced concrete precast assembling housing construction construction method according to claim 1, is characterized in that, the reinforced concrete prefabricated side fascia of described installation specifically comprises:
Carry out foundation construction, staircase shear wall pouring construction, and vertically insert tension rib on the grade beam axis;
Proofread and correct wallboard lower fulcrum zone level deviation with level gauge, and the actual installation position of definite prefabricated panel; Verticality to tension rib is proofreaied and correct, and adapted wallboard leveling device carries out horizontal actual deviation correction to prefabricated panel;
Prepare the levelling parallels; Prepare transverse joint water resistant polyurea ethene rod; Check whether prefabricated panel is for having obstacle in the groove connected;
Prefabricated panel is installed steel plate fulcrum, the installation prefabricated panel correction diagonal brace fixed connecting piece that diagonal brace is used is installed; The steel plateelement of the diagonal brace fulcrum set bolt on installation ground;
The water resistant polyurea ethene rod of installing in groove for installing at side fascia injects special seal gum; After side fascia is installed to the design and installation position with the lifting machinery handling, fixing upper steel diagonal brace is installed, and levelness and the verticality of proofreading and correct side fascia;
The reinforced concrete structural column of perfusion inner wall panel both sides;
Install after cast-in-place L-type, the pre-buried hydroelectric line penetration pipe that T-shaped, the yi word pattern load-bearing pillar passes through, formwork supporting plate and carry out L-type, T-shaped, yi word pattern load-bearing pillar and shear wall concreting;
With expansive concrete perfusion dowel hole, inside and outside wall board lower end; Prefabricated stack beam is installed, prefabricated stack floor is installed; Bearing support and the vertical supporting column of prefabricated stack floor bottom are installed; Reinforcing bar pre-embedded pipe and fixedly reserving hole template is installed in the second pouring layer of colligation stack floor top;
Reinforcing bar by one deck position that coexists between adjacent prefabricated stack floor is fixed together, and with level gauge, measures second pouring self-compacting concrete pouring construction absolute altitude control point; Then build self-compacting concrete, the secondary pouring construction, so that described reinforced concrete prefabricated wallboard, prefabricated stack beam, prefabricated stack floor structurally form a structural entity, improves the earthquake resistant structure performance;
The self-compacting concrete pouring construction carries out concrete curing after completing concrete final set.
5. reinforced concrete precast assembling housing construction construction method according to claim 1, is characterized in that, described installation prefabricated reinforced concrete stair and breath step platen specifically comprise:
Connect lifting lifting rope on steel lifting fringed iris herb to lift by crane described precast stair on the suspension hook of described prefabricated stack beam, and the reinforcing bar of described precast stair and the reinforcing bar of step platform are fixed together; Concreting is so that described precast stair forms an integral body with the step platform.
6. reinforced concrete precast assembling housing construction construction method according to claim 5, is characterized in that, described method also comprises:
Clear up after the rubbish on prefabricated stack floor watered moistening;
Mark off casting area on prefabricated stack floor and precast stair after, along the direction on the long limit of described prefabricated stack floor, carry out concreting until reach design elevation;
The moist curing concrete waters after concrete final set.
7. reinforced concrete precast assembling housing construction construction method according to claim 1, is characterized in that, the method for the prefabricated stack beam of described installation specifically comprises:
By the lifting rope be fixed on pre-buried fastener, the described prefabricated stack beam state of being kept upright is lifted into to the installation fulcrum on wall column;
Pour into a mould the special-purpose self-compacting concrete of high strength at described prefabricated stack beam and cast-in-place L-type, lap-joint T-shaped, the yi word pattern load-bearing pillar, the beam that makes to superpose realizes that with the whole stack floor in top and inside and outside wall board overall structure connects to reach the purpose of design that improves anti-seismic performance.
8. reinforced concrete precast assembling housing construction construction method according to claim 1, is characterized in that, describedly prefabricated stack floor is installed on prefabricated stack beam and vertical reinforcement concrete bearing post is specifically comprised:
Lifting rope is fixed on four jiaos, prefabricated stack floor and middle symmetrical pre-buried suspension hook, and makes floor keep level to be lifted;
On wallboard, wall column, prefabricated stack beam, fixed bolster is installed, and prefabricated stack floor lifting is put in place; Inject the special-purpose self-compacting concrete of high strength in the gap of prefabricated stack floor, and inject the special-purpose self-compacting concrete of high strength between wallboard, wall column, prefabricated stack beam;
The self-compacting concrete pouring construction completes, the moistening maintenance of carrying out of watering after concrete final set.
9. reinforced concrete precast assembling housing construction construction method according to claim 8, is characterized in that, during the prefabricated stack floor of described installation, also comprises:
According to design drawing, require the upper and lower side at prefabricated inner wall panel, the bottom plate of side fascia that the long vertical anchor bar of 500mm is installed;
According to drawing requirement, the reinforcing bar on the stack beam is become to an integral body with the upper strata corresponding reinforcing bar welding colligation on the stack floor at prefabricated stack beam position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310383213.2A CN103422672B (en) | 2013-08-29 | 2013-08-29 | A kind of reinforced concrete precast assembling housing construction construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310383213.2A CN103422672B (en) | 2013-08-29 | 2013-08-29 | A kind of reinforced concrete precast assembling housing construction construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103422672A true CN103422672A (en) | 2013-12-04 |
| CN103422672B CN103422672B (en) | 2016-01-20 |
Family
ID=49648014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310383213.2A Active CN103422672B (en) | 2013-08-29 | 2013-08-29 | A kind of reinforced concrete precast assembling housing construction construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103422672B (en) |
Cited By (44)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982041A (en) * | 2014-05-07 | 2014-08-13 | 杜景云 | Method for constructing reinforced-concrete prefabricated element fabricated building with frame structure system |
| CN104018675A (en) * | 2014-06-13 | 2014-09-03 | 富于安（福建）环保模板有限公司 | Construction method for shear wall concrete formworks and pillar concrete formworks |
| CN104074358A (en) * | 2014-07-02 | 2014-10-01 | 中铁二局股份有限公司 | Construction method of prefabricated assembled building |
| CN104153493A (en) * | 2014-08-29 | 2014-11-19 | 中国建筑第八工程局有限公司 | Concrete shear wall structure based on 3D printing and construction method of concrete shear wall structure |
| CN104563282A (en) * | 2015-01-16 | 2015-04-29 | 广东建星建筑工程有限公司 | Integral constructing method of house body structure and wall structure and house |
| CN104612282A (en) * | 2015-02-02 | 2015-05-13 | 西安建筑科技大学 | Prefabricated steel fiber sludge-made ceramisite concrete wall based on T-shaped groove connection and construction method of prefabricated steel fiber sludge-made ceramisite concrete wall |
| CN104675013A (en) * | 2015-03-17 | 2015-06-03 | 西安建筑科技大学 | Prefabricated steel fiber recycled brick concrete wall based on T-slot connection and construction method thereof |
| CN104763150A (en) * | 2015-04-01 | 2015-07-08 | 四川华西绿舍建材有限公司 | Construction method of assembled type prefabricated laminated slab for building |
| CN104912337A (en) * | 2014-03-10 | 2015-09-16 | 任丘市永基建筑安装工程有限公司 | Assembly welding process for sectionalized house |
| CN105625451A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Linear foundation formed by concrete slab pouring for separate houses |
| CN105781125A (en) * | 2016-03-04 | 2016-07-20 | 李藏柱 | Installation method for assembly type building |
| CN105863275A (en) * | 2016-04-08 | 2016-08-17 | 中国建筑第七工程局有限公司 | Construction method for assembly type annular reinforcement buckling concrete shear wall system |
| 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 |
| CN106284798A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106284800A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106284799A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106284797A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106284795A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106258555A (en) * | 2016-07-28 | 2017-01-04 | 龙信建设集团有限公司 | Prefabricated assembled greening flower pond construction method for hanging |
| CN106284801A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106284796A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106284794A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106320590A (en) * | 2016-09-28 | 2017-01-11 | 中民筑友科技投资有限公司 | Roof assembling method |
| CN106320589A (en) * | 2016-09-28 | 2017-01-11 | 中民筑友科技投资有限公司 | Roof assembling method |
| CN106320588A (en) * | 2016-09-28 | 2017-01-11 | 中民筑友科技投资有限公司 | Roof assembling method |
| CN106351380A (en) * | 2016-09-28 | 2017-01-25 | 中民筑友科技投资有限公司 | Roof assembly method |
| CN106437010A (en) * | 2016-09-30 | 2017-02-22 | 浙江宝业现代建筑工业化制造有限公司 | Sandwich thermal insulation external wallboard |
| CN106481009A (en) * | 2016-09-28 | 2017-03-08 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106481011A (en) * | 2016-09-28 | 2017-03-08 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106481010A (en) * | 2016-09-28 | 2017-03-08 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106567489A (en) * | 2016-09-28 | 2017-04-19 | 中民筑友科技投资有限公司 | Assembled roof |
| CN106760637A (en) * | 2016-11-29 | 2017-05-31 | 张启志 | A kind of assembled-type house engineering construction saving construction engineering method |
| CN107558626A (en) * | 2017-09-01 | 2018-01-09 | 蔡岗 | A kind of prefabricated assembled wall structure and the method using this structure building house |
| CN107882191A (en) * | 2017-10-16 | 2018-04-06 | 中国十七冶集团有限公司 | Waterproof construction and its construction method at a kind of assembling type outer wall body horizontal joint |
| CN108005387A (en) * | 2017-12-04 | 2018-05-08 | 天津市东鑫新材料科技有限公司 | A kind of assembled wallboard and the cast-in-place main body method for synchronously constructing of shear wall with short piers |
| CN108086693A (en) * | 2017-12-13 | 2018-05-29 | 西南科技大学 | A kind of assembled steel reinforced concrete frame structure system method of construction of low multilayer |
| CN109505352A (en) * | 2018-11-29 | 2019-03-22 | 仇国辉 | Integrated hollow wall assembly construction technology synchronous with concrete frame structure |
| CN109537895A (en) * | 2018-11-14 | 2019-03-29 | 中建局集团第建筑有限公司 | A kind of cast-in-place core wall structure slab column installation method of prefabricated integral frame |
| CN109779009A (en) * | 2019-03-21 | 2019-05-21 | 孔祥利 | Assembled architecture ecological house and construction method |
| CN109914802A (en) * | 2019-04-15 | 2019-06-21 | 徐伟红 | Build mold method in house |
| CN110318457A (en) * | 2019-06-25 | 2019-10-11 | 山西诚达筑鑫科技有限公司 | The construction method of light section steel structure prefabricated house |
| CN110424531A (en) * | 2019-07-03 | 2019-11-08 | 辽宁煜梽新型建材有限公司 | A kind of assembled architecture construction method |
| CN111335633A (en) * | 2020-03-06 | 2020-06-26 | 中核华辰建筑工程有限公司 | Multifunctional assembled building assembly construction floor combined leveling device and method |
| CN111997200A (en) * | 2020-07-15 | 2020-11-27 | 中建三局第一建设工程有限责任公司 | Recyclable full-assembly concrete temporary building board house and manufacturing method thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013811B (en) * | 2016-05-13 | 2018-08-10 | 李藏柱 | A kind of installation method of assembled architecture |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113072A (en) * | 1997-06-20 | 1999-01-19 | Koshii Mokuzai Kogyo Kk | Basement structural body, and construction method thereof |
| WO2010067382A1 (en) * | 2008-12-12 | 2010-06-17 | Halldor Geir Thorgeirsson | Prefabricated housing basement structures and construction method thereof |
| CN101806095A (en) * | 2010-03-15 | 2010-08-18 | 中山市快而居房屋预制件有限公司 | Full-fabricated assembly overall reinforced concrete house and building method thereof |
| CN102235093A (en) * | 2010-04-22 | 2011-11-09 | 上海市第七建筑有限公司 | Construction method for cast-in-situ connecting joint of prefabricated member |
| CN103015565A (en) * | 2012-09-09 | 2013-04-03 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method |
| CN103074955A (en) * | 2013-01-15 | 2013-05-01 | 北京珠穆朗玛新型建材有限公司 | Prefabricated concrete template, prefabricated building comprising same and construction method of template |
-
2013
- 2013-08-29 CN CN201310383213.2A patent/CN103422672B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113072A (en) * | 1997-06-20 | 1999-01-19 | Koshii Mokuzai Kogyo Kk | Basement structural body, and construction method thereof |
| WO2010067382A1 (en) * | 2008-12-12 | 2010-06-17 | Halldor Geir Thorgeirsson | Prefabricated housing basement structures and construction method thereof |
| CN101806095A (en) * | 2010-03-15 | 2010-08-18 | 中山市快而居房屋预制件有限公司 | Full-fabricated assembly overall reinforced concrete house and building method thereof |
| CN102235093A (en) * | 2010-04-22 | 2011-11-09 | 上海市第七建筑有限公司 | Construction method for cast-in-situ connecting joint of prefabricated member |
| CN103015565A (en) * | 2012-09-09 | 2013-04-03 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method |
| CN103074955A (en) * | 2013-01-15 | 2013-05-01 | 北京珠穆朗玛新型建材有限公司 | Prefabricated concrete template, prefabricated building comprising same and construction method of template |
Non-Patent Citations (2)
| Title |
|---|
| 季方: "PC结构在"北京万科万恒家园"工程中的应用", 《建筑施工》, vol. 31, no. 11, 30 November 2009 (2009-11-30), pages 984 - 987 * |
| 张军等: "全预制装配整体式剪力墙结构住宅施工技术", 《施工技术》, vol. 39, no. 7, 31 July 2010 (2010-07-31), pages 96 - 98 * |
Cited By (51)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912337B (en) * | 2014-03-10 | 2017-01-25 | 任丘市永基建筑安装工程有限公司 | Assembly welding process for sectionalized house |
| CN104912337A (en) * | 2014-03-10 | 2015-09-16 | 任丘市永基建筑安装工程有限公司 | Assembly welding process for sectionalized house |
| CN103982041A (en) * | 2014-05-07 | 2014-08-13 | 杜景云 | Method for constructing reinforced-concrete prefabricated element fabricated building with frame structure system |
| CN104018675B (en) * | 2014-06-13 | 2016-06-22 | 富于安（福建）环保模板有限公司 | A kind of construction method of shear wall concrete blinding |
| CN104018675A (en) * | 2014-06-13 | 2014-09-03 | 富于安（福建）环保模板有限公司 | Construction method for shear wall concrete formworks and pillar concrete formworks |
| CN104074358A (en) * | 2014-07-02 | 2014-10-01 | 中铁二局股份有限公司 | Construction method of prefabricated assembled building |
| CN104153493A (en) * | 2014-08-29 | 2014-11-19 | 中国建筑第八工程局有限公司 | Concrete shear wall structure based on 3D printing and construction method of concrete shear wall structure |
| CN104563282A (en) * | 2015-01-16 | 2015-04-29 | 广东建星建筑工程有限公司 | Integral constructing method of house body structure and wall structure and house |
| CN104612282A (en) * | 2015-02-02 | 2015-05-13 | 西安建筑科技大学 | Prefabricated steel fiber sludge-made ceramisite concrete wall based on T-shaped groove connection and construction method of prefabricated steel fiber sludge-made ceramisite concrete wall |
| CN104612282B (en) * | 2015-02-02 | 2017-01-25 | 西安建筑科技大学 | Construction method of prefabricated steel fiber sludge-made ceramisite concrete wall based on T-shaped groove connection |
| CN104675013B (en) * | 2015-03-17 | 2016-08-24 | 西安建筑科技大学 | Construction method based on the assembled steel regeneration brick concrete body of wall that T-slot connects |
| CN104675013A (en) * | 2015-03-17 | 2015-06-03 | 西安建筑科技大学 | Prefabricated steel fiber recycled brick concrete wall based on T-slot connection and construction method thereof |
| CN104763150A (en) * | 2015-04-01 | 2015-07-08 | 四川华西绿舍建材有限公司 | Construction method of assembled type prefabricated laminated slab for building |
| 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 |
| CN105625451A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Linear foundation formed by concrete slab pouring for separate houses |
| CN105781125A (en) * | 2016-03-04 | 2016-07-20 | 李藏柱 | Installation method for assembly type building |
| CN105781125B (en) * | 2016-03-04 | 2018-07-10 | 李藏柱 | A kind of installation method of assembled architecture |
| CN105863275A (en) * | 2016-04-08 | 2016-08-17 | 中国建筑第七工程局有限公司 | Construction method for assembly type annular reinforcement buckling concrete shear wall system |
| CN106258555A (en) * | 2016-07-28 | 2017-01-04 | 龙信建设集团有限公司 | Prefabricated assembled greening flower pond construction method for hanging |
| CN106284799A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106284801A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106284796A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106284794A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106320590A (en) * | 2016-09-28 | 2017-01-11 | 中民筑友科技投资有限公司 | Roof assembling method |
| CN106284795A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106320588A (en) * | 2016-09-28 | 2017-01-11 | 中民筑友科技投资有限公司 | Roof assembling method |
| CN106284797A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106351380A (en) * | 2016-09-28 | 2017-01-25 | 中民筑友科技投资有限公司 | Roof assembly method |
| CN106284800A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106284798A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembled roof system |
| CN106481009A (en) * | 2016-09-28 | 2017-03-08 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106481011A (en) * | 2016-09-28 | 2017-03-08 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106481010A (en) * | 2016-09-28 | 2017-03-08 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106567489A (en) * | 2016-09-28 | 2017-04-19 | 中民筑友科技投资有限公司 | Assembled roof |
| CN106320589A (en) * | 2016-09-28 | 2017-01-11 | 中民筑友科技投资有限公司 | Roof assembling method |
| CN106437010A (en) * | 2016-09-30 | 2017-02-22 | 浙江宝业现代建筑工业化制造有限公司 | Sandwich thermal insulation external wallboard |
| CN106760637A (en) * | 2016-11-29 | 2017-05-31 | 张启志 | A kind of assembled-type house engineering construction saving construction engineering method |
| CN107558626A (en) * | 2017-09-01 | 2018-01-09 | 蔡岗 | A kind of prefabricated assembled wall structure and the method using this structure building house |
| CN107882191A (en) * | 2017-10-16 | 2018-04-06 | 中国十七冶集团有限公司 | Waterproof construction and its construction method at a kind of assembling type outer wall body horizontal joint |
| CN108005387A (en) * | 2017-12-04 | 2018-05-08 | 天津市东鑫新材料科技有限公司 | A kind of assembled wallboard and the cast-in-place main body method for synchronously constructing of shear wall with short piers |
| CN108005387B (en) * | 2017-12-04 | 2021-02-02 | 天津市东鑫新材料科技有限公司 | Synchronous construction method for cast-in-place main body of assembled wallboard and short-limb shear wall |
| CN108086693A (en) * | 2017-12-13 | 2018-05-29 | 西南科技大学 | A kind of assembled steel reinforced concrete frame structure system method of construction of low multilayer |
| CN109537895A (en) * | 2018-11-14 | 2019-03-29 | 中建局集团第建筑有限公司 | A kind of cast-in-place core wall structure slab column installation method of prefabricated integral frame |
| CN109505352A (en) * | 2018-11-29 | 2019-03-22 | 仇国辉 | Integrated hollow wall assembly construction technology synchronous with concrete frame structure |
| CN109779009A (en) * | 2019-03-21 | 2019-05-21 | 孔祥利 | Assembled architecture ecological house and construction method |
| CN109914802A (en) * | 2019-04-15 | 2019-06-21 | 徐伟红 | Build mold method in house |
| CN110318457A (en) * | 2019-06-25 | 2019-10-11 | 山西诚达筑鑫科技有限公司 | The construction method of light section steel structure prefabricated house |
| CN110424531A (en) * | 2019-07-03 | 2019-11-08 | 辽宁煜梽新型建材有限公司 | A kind of assembled architecture construction method |
| CN111335633A (en) * | 2020-03-06 | 2020-06-26 | 中核华辰建筑工程有限公司 | Multifunctional assembled building assembly construction floor combined leveling device and method |
| CN111997200A (en) * | 2020-07-15 | 2020-11-27 | 中建三局第一建设工程有限责任公司 | Recyclable full-assembly concrete temporary building board house and manufacturing method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103422672B (en) | 2016-01-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103422672B (en) | A kind of reinforced concrete precast assembling housing construction construction method | |
| CN103015565B (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN105649360A (en) | Integral assembling type building system and installing method | |
| US6658799B1 (en) | Volumetric modular building system | |
| CN106013811A (en) | Mounting method of prefabricated building | |
| CN201217898Y (en) | Concrete prefabricated stairs | |
| CN101769008B (en) | Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams | |
| CN206016309U (en) | A kind of overall assembled building system | |
| CN103982041A (en) | Method for constructing reinforced-concrete prefabricated element fabricated building with frame structure system | |
| CN105781125A (en) | Installation method for assembly type building | |
| CN108265885B (en) | Construction method of high-large non-orthogonal large-inclination-angle special-shaped concrete inclined column | |
| CN102296837A (en) | Multistoried building with prefabricated members and semi-prefabricating construction method of multistoried building | |
| CN109235499B (en) | Open-cut underground building structure assembly type construction method | |
| CN110205921A (en) | The precast assembly pier stud construction and construction method of bellows connection are inserted by reinforcing bar | |
| CN107476583A (en) | A kind of concrete assembled building builds construction method | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN103061508A (en) | Triangular slip form device and construction method for the same triangular slip form | |
| CN109457814B (en) | Construction method for top cover of high-rise and large-diameter building based on Bailey truss structure | |
| CN204282530U (en) | Adopt the industrial premises frame construction of prefabricated concrete column structure | |
| CN206956979U (en) | A kind of Linear shear wall with fore-set | |
| CN203394027U (en) | Semi-assembled construction system for frame-shear wall tube structure | |
| CN111926910A (en) | Installation method of fabricated building | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN104358314A (en) | Industrial factory building framework structure adopting prefabricated concrete post structure | |
| CN215977872U (en) | Overlapped integral prefabricated shear wall edge component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: DU XINZHI XING ZHIJUN LI LIMING TO: XING ZHIJUN DU XINZHI LI LIMING |
|
| CB03 | Change of inventor or designer information |
Inventor after: Xing Zhijun Inventor after: Du Xinzhi Inventor after: Li Liming Inventor before: Du Xinzhi Inventor before: Xing Zhijun Inventor before: Li Liming |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20140711 Address after: 100022 Beijing city Chaoyang District East Third Ring Road, building 39, room 2001 No. soho7 Applicant after: Du Xinzhi Applicant after: Li Liming Address before: 100022 Beijing city Chaoyang District East Third Ring Road, building 39, room 2001 No. soho7 Applicant before: Du Xinzhi Applicant before: Xing Zhijun Applicant before: Li Liming |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180412 Address after: 330200 No. 567, Lian Xie Xi Road, Nanchang County, Nanchang, Jiangxi. Patentee after: Jiangxi Hongdu Construction Engineering Company Limited Address before: 100022 Beijing city Chaoyang District East Third Ring Road, building 39, room 2001 No. soho7 Co-patentee before: Li Liming Patentee before: Du Xinzhi |
|
| TR01 | Transfer of patent right |