CN109811878A - The shell integrated structure of the cast-in-place coinsiding die of assembled architecture and construction method - Google Patents
The shell integrated structure of the cast-in-place coinsiding die of assembled architecture and construction method Download PDFInfo
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- CN109811878A CN109811878A CN201910201226.0A CN201910201226A CN109811878A CN 109811878 A CN109811878 A CN 109811878A CN 201910201226 A CN201910201226 A CN 201910201226A CN 109811878 A CN109811878 A CN 109811878A
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- superposed column
- internal partition
- exterior enclosure
- shear
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- 238000010276 construction Methods 0.000 title claims abstract description 38
- 238000005192 partition Methods 0.000 claims abstract description 105
- 239000004567 concrete Substances 0.000 claims abstract description 55
- 238000010008 shearing Methods 0.000 claims abstract description 50
- 239000011440 grout Substances 0.000 claims abstract description 26
- 238000009413 insulation Methods 0.000 claims abstract description 24
- 230000035515 penetration Effects 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 80
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- 238000009434 installation Methods 0.000 claims description 30
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- 210000002356 Skeleton Anatomy 0.000 claims description 15
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- 108010068370 Glutens Proteins 0.000 claims description 13
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- 239000000725 suspension Substances 0.000 claims description 9
- 239000011178 precast concrete Substances 0.000 claims description 7
- 238000007569 slipcasting Methods 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 6
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Abstract
The present invention relates to a kind of shell integrated structure of the cast-in-place coinsiding die of assembled architecture and construction methods, belong to building engineering field.The structure includes shearing wall member, superposed column component, overlapping beam, overlapping board member, internal partition wall component, exterior enclosure wall component, staircase component and balcony component；Above-mentioned component is by being connected as an entirety from grout hole penetration concrete again after sleeve grouting connection, to form the shell integrated structure of the cast-in-place coinsiding die of the assembled architecture；The present invention is used for the construction of assembled architecture, so that the performance of each node of building is equal to cast-in-place node, so that assembled architecture has the globality for being equal to cast-in-place building, and antidetonation, waterproof, sound insulation value are excellent.
Description
Technical field
The present invention relates to a kind of shell integrated structure of the cast-in-place coinsiding die of assembled architecture and construction methods, belong to architectural engineering
Field.
Background technique
With the continuous development and progress of new building technology and material, extensive traditional cast-in-place construction technology gradually meets not
The demand of China's building industrialization, prefabrication shine again in China and have issued new life.In many buildings
Flourishing country is industrialized, prefabrication has carried out long-term experiment and application, the assembled architecture product of modernization
Can highly integrated building various functions, the advantages such as wet construction, quick construction are reduced compared with traditional architecture house.
Assembled architecture planning has intensively been put into effect since 2015, and country determines that the whole nation in 2016 is popularized assembled in an all-round way and built
It builds, and makes a breakthrough, firmly build 20% or more the ratio that portion's appearance plan accounts for new building to the year two thousand twenty assembled architecture,
50% or more the ratio of new building is accounted for assembled architecture in 2025.State Council requires that adaptation to local conditions is wanted to develop assembly concrete
The assembled architectures such as structure, steel construction and modern wood structure strive the time with 10 years or so, account for assembled architecture and build
The ratio for building area reaches 30%, and proposition will greatly develop assembled architecture and push industry restructuring upgrading and to greatly developing
Assembled architecture and steel construction key area, the following assembled architecture accounting new building target, give priority to city carried out it is bright
Really.
But different from the assembled architecture of other countries mostly based on steel structure system, timber structural system.The dress in China
Majority is built based on assembly concrete frame structure system and assembly concrete shear wall structure system with formula, and is mostly
Skyscraper.Although the research of current China prefabricated concrete structure has been made significant headway with application, for assembled
The node of structure, component performance research are more, but overall performance is studied not enough, only pay attention to the weak component of strong node, antidetonation
Performance need to be improved, while requirement of the way of existing assembled hierarchy node to bearing capacity and stiffness can be preferably real
It is existing, but ductility does not often reach requirement, and the degree of similar cast-in-place structural is not achieved in bearing capacity, rigidity and the ductility of node, deposits
In some potential safety problems.In addition the waterproof problem of assembly concrete building node also can not be ignored, existing prefabrication and assembly construction
Formula building is different from site operation integral cast-in-situ, and the node connection of building has the common quality defect of leakage, sound-proofing and heat resistance
Also poor.
Summary of the invention
The present invention is to solve the above problems, be designed to provide a kind of shell integrated structure of cast-in-place coinsiding die of assembled architecture
With construction method, for the construction of assembled architecture so that the performance of each node of building is equal to cast-in-place node so that
Assembled architecture has the globality for being equal to cast-in-place building, and antidetonation, waterproof, sound insulation value are excellent.
The present invention to achieve the goals above, adopts the following technical scheme that a kind of cast-in-place overlapping formwork one of assembled architecture
Body structure, which includes shearing wall member, superposed column component, overlapping beam, overlapping board member, internal partition wall component, outer
Go along with sb. to guard him wall member, staircase component and balcony component；
Above-mentioned component is by being connected as an entirety from grout hole penetration concrete again after sleeve grouting connection, to form the dress
With the shell integrated structure of formula building cast-in-situ coinsiding die；
Muscle connection is got rid of using sleeve grouting, pressure sleeve or part between superposed column component and shearing wall member；
Exterior enclosure wall component locally gets rid of muscle using sleeper with shearing wall member or superposed column component and connect；
Internal partition wall component it is vertical connection use the slip casting of end slot, and shear wall member, superposed column component have it is reserved
Beam aperture；
It is seamless overlap joint when being attached with the beam of overlapping beam, exterior enclosure wall component and internal partition wall component.
Further, the main body for shearing wall member is by shear wall inside longitudinal reinforcement, shear wall inner transverse stirrup, cuts
Steel wire net rack thermal-insulating board on the outside of power wall outer panel, shear wall, shear wall lower end straight screw sleeve connection mouth, is cut shear wall interior plate
Power wall reserves beam aperture, shear wall grout hole and shear wall gas vent composition；
Steel wire net rack thermal-insulating board on the outside of shear wall outer panel, shear wall and shear wall interior plate are made as an entirety in advance, sheared
It is the solid concrete with shear wall grout hole and shear wall gas vent in the middle part of wall member, and is equipped with longitudinal steel inside shear wall
Muscle and shear wall inner transverse stirrup；The operating surface of reinforced bar sleeve grouting: shear wall lower end has been reserved in shear wall member lower
Straight screw sleeve connection mouth, shearing wall member upper end are equipped with shear wall and reserve beam aperture.
Further, the main body of superposed column component is by longitudinal reinforcement, superposed column inner transverse stirrup, overlapping inside superposed column
Column outer panel, superposed column reserve beam aperture, superposed column lower end straight screw sleeve connection mouth, superposed column grout hole and superposed column gas vent
Composition；
Longitudinal reinforcement inside superposed column outer panel, superposed column and superposed column inner transverse reinforcing bar are made as one by the superposed column component in advance
A entirety, and the solid concrete in the middle part of superposed column is equipped with superposed column grout hole and superposed column gas vent:
The operating surface of reinforced bar sleeve grouting: superposed column lower end straight screw sleeve connection mouth is reserved in superposed column lower end, in superposed column
Upper end is equipped with superposed column and reserves beam aperture.
Further, the main body of exterior enclosure wall component is by beam-ends keyway, peripheral protective in exterior enclosure wall outer panel, exterior enclosure wall
Within the walls roof beam structure stud, exterior enclosure wall inner beam bend up bottom muscle, steel wire net rack thermal-insulating board, exterior enclosure wall wall end steel wire on the outside of exterior enclosure wall
Beam stirrup forms in rack insulation board, exterior enclosure wall inner beam and exterior enclosure wall；
The exterior enclosure wall component is pre- by steel wire net rack thermal-insulating board on the outside of exterior enclosure wall outer panel, exterior enclosure wall and exterior enclosure wall inner beam
It is made as an entirety, and is equipped with exterior enclosure wall wall end steel wire net rack thermal-insulating board at exterior enclosure wall both ends, is set in exterior enclosure wall inner beam
There are exterior enclosure wall inner beam bearing rod, exterior enclosure wall inner beam to bend up beam stirrup in bottom muscle and exterior enclosure wall, and in exterior enclosure wall inner beam
Beam-ends be equipped with exterior enclosure wall in beam-ends keyway.
Further, the main body of internal partition wall component is by beam end key in beam stirrup in internal partition wall, internal partition wall inner beam, internal partition wall
Slot, internal partition wall inner beam bearing rod, internal partition wall inner beam bend up bottom muscle, internal partition wall outer panel and internal partition wall steel wire net rack thermal-insulating board group
At；
The internal partition wall component by internal partition wall inner beam, internal partition wall outer panel and internal partition wall steel wire net rack thermal-insulating board be made as in advance one it is whole
Body, and it is equipped with beam end keyway in internal partition wall in the beam end of internal partition wall inner beam, and in the top of internal partition wall inner beam is equipped with
Beam stirrup in partition wall inner beam bearing rod and internal partition wall is equipped with internal partition wall inner beam in the bottom of internal partition wall inner beam and bends up bottom muscle.
Further, overlap the main body of beam by bearing rod in stirrup in composite beam, overlapping beam-ends keyway, composite beam,
Bottom muscle and precast concrete beam composition are bent up in composite beam；
Precast concrete beam and framework of steel reinforcement group are become an entirety by the overlapping beam, are equipped with overlapping at the both ends of composite beam
Beam-ends keyway, and upside is equipped with equipped with bearing rod in stirrup in composite beam and composite beam in composite beam inner underside in composite beam
Bottom muscle is bent up in composite beam.
Further, the main body of board member is overlapped by superimposed sheet girder rib, superimposed sheet gluten, superimposed sheet bottom muscle and superimposed sheet
Prefabricated panel composition；
The superimposed sheet gluten is located on the muscle of superimposed sheet bottom, and superimposed sheet gluten and superimposed sheet bottom muscle are in superimposed sheet prefabricated panel
Interior, superimposed sheet girder rib is welded on the upside of superimposed sheet gluten, and superimposed sheet girder rib half is located inside superimposed sheet prefabricated panel,
Half is located at outside superimposed sheet prefabricated panel.
Further, staircase component is precast stair or the prefabricated component stair of light silencing；
Wherein the prefabricated component stair of light silencing are pre- by the bearing of waist slab upper end, tread plate, lifting built-in fitting, sliding hinge pin key
Box out, fixed hinge pin key hole to be provided, waist slab, at the bearing of waist slab lower end, plugging wire insulation board reserve grout hole, cant beam, plugging wire
Reinforcing bar group at reinforcing bar, concrete topping steel wire, cant beam reinforcing bar and the bearing of waist slab lower end at insulation board, the bearing of waist slab upper end
At；
Respectively there are a cant beam bearing in two sides below the waist slab of the prefabricated component stair of the light silencing, place cant beam steel in cant beam
Muscle wraps up the plugging wire insulation board of concrete topping in the plate of waist slab for surrounding, placed in surrounding package concrete topping mixed
Solidifying soil surface layer steel wire；
There are two fixed hinge pin key hole to be provided and sliding hinge pin keies respectively at the bearing of waist slab upper end and at the bearing of waist slab lower end
Hole to be provided is wherein steel at fixed hinge pin key hole to be provided and internal placement waist slab upper end bearing at the bearing of waist slab upper end
Muscle for sliding hinge pin key hole to be provided and internal places reinforcing bar at the bearing of waist slab lower end at the bearing of waist slab lower end；
Tread plate on every layer mark time, and mark time it is interior reserved lifting built-in fitting, the plugging wire insulation board under each marking time
Plugging wire insulation board reserves grout hole there are two being all provided with.
Further, balcony component, awning component and air-conditioning plate component are all made of preform production, by getting rid of beard muscle
That is the reserved steel bar lap of splice or local built-in fitting anchor is attached.
A kind of construction method of the shell integrated structure of the cast-in-place coinsiding die of assembled architecture:
The construction method is broadly divided into two parts: the construction installation method of mould casing component production and processing method and mould casing component；
Main mould casing component production and processing method:
It 1, is formwork manuscript, including every mould casing component section the in-depth of mould casing component figure after the completion of all kinds of mould casing component figures
Accurate size, the specification of the other materials such as configuration, insulation board of skeleton reinforcing steel bar or steel wire, model, prefabricated locating pipeling and big
Small, built-in fitting material specification shape detail drawing, lift hook position and size, positioning mounting, the information characteristics of eyelet through walls；It completes
All kinds of formwork manuscripts delivery workshop is produced afterwards；
Mould casing component mainly uses formwork erection to produce, and configures core model on side form platform, and openable and closable square hole or circle is arranged on the mould of end
Hole forms end mould or port mould；
2, different sizes is adjusted in core model and end mould, is required with meeting the section of different mould casing component sizes；
3, die station automatic vibration after cloth shapes, and is transported to curing pool or the maintenance of maintenance cellar；
4, after reinforcing bar or steel fabric sheet skeleton are shaped by processing drawing requirement binding, fixed preheating embedding line and fixing piece, suspension hook, then
Protective layer and spacer bar are installed；
5, skeleton enters checking of dimensions before mould, and tries to hang in mould, when skeleton stiffness deficiency is deformed, adds to skeleton reinforcing steel bar
By force；
6, concrete slump should be controlled in 220mm~250mm, and aggregate maximum particle diameter is controlled in 5mm~10mm；
7, after mould casing component maintenance is qualified by inspection, mould casing component is numbered, number information includes project name, production list
Position, component name and location number, sectional dimension of members, strength grade of concrete, date of manufacture, date of inspection and receipt, the date of production, matter
Amount number；
The construction installation method of main mould casing component
1, component is marched into the arena examination: component is needed by drawing before marching into the arena to layer component type, specification, size, quantity and number portion
Position is checked, and is marched into the arena and is stacked according to plan by the sequencing of every layer of lifting component；
2, work on the spot face unwrapping wire and positioning: the cleaning of work on the spot face, unwrapping wire are marked anchor point or pre-buried card in advance
Slot；It is levelling to lift front stall slurry, prepares backing material and cleaning supporting point；
3, mould casing component erection sequence: connection reinforcing bar or embedded sleeve barrel set get rid of in field basic construction, arrangement component position line, base
Pipe, superposed column component and shear wall lifting component, precast stair lift, connect reinforcing bar binding, exterior enclosure wall structure at component node
Part lifting, internal partition wall lifting component, setting skewed horizontal load and vertical supporting reinforcing, composite beam lifting component, overlapping board member are hung
Dress, the binding of superimposed sheet surfacing steel bar, balcony slab and the lifting of air-conditioning plate, overlap beam and overlapping board member facing concrete pours
Note；
4, foundation beam is constructed: before the casting of foundation beam concrete, pre-buried superposed column component or shearing wall member on basic beam steel
Connecting sleeve, sleeve or connection get rid of muscle, lay out the position of component position line and tie point, and carry out core with component anchor point
To errorless, then it is poured foundation beam concrete；
5, it shears wall member, the lifting of superposed column component prepares: checking the section wait lift shearing wall member and superposed column component
Size, connecting sleeve, built-in fitting, suspension hook, supporting point and locating pipeling precision, discovery error adjust in advance, check member base
The supporting point position of layer, gets out mating supporting element and safety prevention measure；
6, shear the lifting of wall member, superposed column component: the reinforcing bar binding of progress sleeper first arranges shear wall properly before lifting
The lifting sequence of component, superposed column component is successively lifted by serial number, when hanging 300mm~350mm on straight decentralization and joint face, people
Work cooperation positioning, light rise are put down gently, in connecting sleeve device to hole, should temporarily be padded using the chock of 300mm~350mm in advance and be put structure
Part, after whole device to hole, removing chock, gently vertically decentralization suspension hook is in place, and support rod supports in time, fixed support after sample is just vertical,
Casing slip casting, the molding of sleeper reinforcing bar；
7, the installation of exterior enclosure wall component: exterior enclosure wall component and shearing wall member mouth of connecting trough at base implantation steel bar end or
Steel bar end is thrown away in advance, is bound with the horizontal reinforcement stretched out in adjacent superposed column component slot；Lift exterior enclosure wall component
When, end notch insertion connection reinforcing bar carries out bracing reinforcement after horizontal vertical adjustment, muscle is got rid of at sleeper in shearing wall member two sides
Cast-in-place connection；
8, the installation of internal partition wall component: internal partition wall component is connected with exterior enclosure wall component, shearing wall member or superposed column component
When, implantation steel bar end gets rid of muscle with base and connect at interior partition wall component link position, and when lifting internal partition wall component, notch insertion connects
It connects reinforcing bar and is supported adjustment and reinforce；
9, the binding of component lap-joint connection reinforcing bar: all connection reinforcing bars, without operating space, are both needed to hanging after lifting component
The positioning that reinforcing bar at reinforcing bar binding and mouth of connecting trough is completed before dress is reinforced, and the mould casing component junction sealed after reserved is after lifting
Binding blocks, remaining can bind or be carried out after the completion of hanging piece bracing reinforcement sleeve grouting in the reinforcing bar bound in work surface and connect
It connects；
10, link slot concrete is poured between longitudinal stress component: shearing wall member connection superposed column component molding is reinforced, periphery
Reinforcing bar binding is completed in the mouth of connecting trough of revetment component and internal partition wall component, and protective layer is installed with positioning card or fixing piece
Afterwards, start to be poured superposed column, wall link slot concrete, first part pours connection hole slot, then casting concrete to bottom elevation is
Only；
11, overlapping beam installation: cleaning shearing wall member, superposed column component, exterior enclosure wall component and internal partition wall component are thrown away
Reinforcing bar, adjust bar spacing, lifting overlapping beam, beam-ends column bottom shift to an earlier date seat slurry it is levelling, beam bottom it is wide go out support end 100mm~
150mm is used to support composite beam self weight, and adjusts reinforcing, and composite beam is made into wide-flat beam, reserves supporting point for overlapping board member；
12, overlapping board member installation: superimposed sheet is supported on the position of widening of wide-flat beam, installs superimposed sheet support, fixed and calibration,
By first remote rear close sequence lifting, superimposed sheet top bars are bound, the pre-buried of the embedded parts such as floor pipeline is carried out；
13, the installation of staircase component: setting stair temporary support, fixed upper and lower ends landing.Hoisting prefabricated component stair,
Make to be individually positioned on upper and lower ends landing at the bearing of waist slab upper end, at the bearing of waist slab lower end, and is directed at waist slab
Fixation hinge pin key hole to be provided at the bearing of upper end and the sliding hinge pin key hole to be provided at the bearing of waist slab lower end；
It installs at the upper end bearing of stair waist slab using fixed hinge: the bolt being embedded in platform board is inserted into waist slab upper end branch
It holding in the fixation hinge pin key hole to be provided at place, two modular levels stay the overlapping the slot of 20~30mm with vertically lapped place, it is filled with polyphenyl,
C30~C40 grades of the grouting materials of fixation hinge pin key hole to be provided at the bearing of waist slab upper end are filled again, it is pre- finally to fix hinge pin key
The height of 20~30mm is stayed to block for mortar in the hole top of box out；
It installs and uses sliding hinge at the lower end bearing of stair waist slab: the bolt being embedded in platform board is inserted into waist slab lower end branch
It holds in the sliding hinge pin key hole to be provided at place, the overlapping the slot of 20~30mm is stayed by two component lap-joints, is filled with polyphenyl, in sliding hinge pin
After the height that 40~50mm is reserved in the hole upper end of key hole to be provided places gasket, bolt is connected with fixture nut, gasket lower part
It leaves a blank chamber, gasket top is blocked with mortar；
14, vertical supporting, balcony component, awning component first the installation of balcony component, awning component, air-conditioning board member: have been set up
And air-conditioning plate component is anchored to side bar and superimposed sheet by getting rid of muscle or local built-in fitting；
15, the binding of flooring overlapping beam, overlapping board member surfacing steel bar: first binding overlapping board member surfacing steel bar, then tie up
Reinforcing bar on composite beam is pricked, protective layer thickness is controlled after adjustment, finally typified form on the outside of branch composite beam；
16, after the completion of all floor steel bars, built-in fitting and pipe installation, all connection reinforcing bars are checked and is adjusted, are poured after zero deflection
Infuse floor concrete；
17, next story shear wall member is installed, superposed column component, overlapping beam, exterior enclosure wall component, internal partition wall component, is folded
Panel members, staircase component, air-conditioning board member, balcony component and awning component are the same as above-mentioned steps 5-16.
The shearing wall member of the shell integrated structural system of the cast-in-place coinsiding die of the assembled architecture can be required according to detailed programs
It is designed as linear type, L shape, Z-shaped and T shape.
Working principle is as follows:
This structural system is to integrate the part of existing Partial mature technology and research and development on the basis of existing assembly construction method
New technology is formed by a kind of high component integrated level, building assembly rate height, construction method and technique after carrying out mating optimize
The shell integrated structural system of the cast-in-place coinsiding die of the relatively low assembled architecture of simpler convenience, construction cost.The assembled
The shell integrated structural system of building cast-in-situ coinsiding die includes shearing wall member, superposed column component, overlapping beam, superimposed sheet structure
Part, internal partition wall component, exterior enclosure wall component, staircase component, balcony component, awning component and air-conditioning board member.Component is integrated
Degree is high, wherein superposed column component, shearing wall member using sleeve, pressure sleeve or part get rid of muscle connect combine by the way of into
Cast-in-place connection at muscle and sleeper is got rid of in row connection, the two sides for shearing wall member.Exterior enclosure wall component and shearing wall member or superposed column
Component gets rid of muscle connection using sleeper, and internal partition wall component uses sandwiched heat insulation board wall, and end is connected using slot slip casting.Wherein cut
Power wall member, superposed column component have a reserved beam aperture, and when connection can be with overlapping beam, exterior enclosure wall component and internal partition wall structure
The beam of part carries out seamless overlap joint, and is designed according to detailed programs, exterior enclosure wall component, internal partition wall component, shearing wall member, overlapping
It is prefabricated that reinforcing bar is equipped in column component, overlapping beam, lap-joint's size uniformity cause of overlapping board member and every kind of component formwork
Form, and before assembly, first by lifting component to designated position, then at reservation operations platform carry out reinforced bar sleeve grouting company
Connect, after reinforcing bar at node is bound can carry out concrete at node pour and the grouting of component inside grout hole, make
It obtains each component and is connected to become an entirety, risk, enhancing overall performance and the antidetonation of lap-joint's cracking and infiltration can be prevented,
Meet the force request of high-rise fabricated construction.
The shell integrated structural system of the cast-in-place coinsiding die of assembled architecture of the invention has the following beneficial effects:
The shell integrated structural system of the cast-in-place coinsiding die of the assembled architecture can not only effectively reduce building waste and fugitive dust, moreover it is possible to change
The working condition of kind operating worker, reduces industrial accident.It can be shortened construction period simultaneously, promote construction quality, pushed away in large area
Under the premise of wide application, building construction cost and building fixture equipment installation cost can be effectively reduced.Assembled architecture formwork structure
Part integral structure system is not changing traditional structure force way, and the template of traditional construction is introduced assembled theory, raw
Prefabricated overlapping concrete mould mould component in-site installation is produced into, can not only cancel a large amount of templates and support, also reduce the peace of template
ETL estimated time of loading and cost of labor, formwork is with the obvious advantage with conventional construction method again instead of quadric-plastering layer, and steel bar stress is
It is formed in component, except reinforcing bar needs to bind reinforcing and the grouting of rebar junction sleeve at node, is saved compared with traditional construction in advance
A large amount of reinforcing bars bindings, reinforcement welding process.Though superposed type mould casing component be prefabricated components it is internal there are grout holes, not only
It being poured at node, component inside also pours perforation connection, compared with common existing assembled architecture construction, joint behavior, knot
Structure globality and structure are guaranteed safely.And this technology system is comprehensive, all kinds of components are all optimized and change
Into assembly rate can reach 75% or more.All kinds of formworks in the system first splice inside again and pour, and have larger mention to total quality
It rises, and benefit is evident the easy for installation, duration is promoted, structure overall security is more secure.
Detailed description of the invention
Fig. 1 is whole figure structure schematic representation of the invention；
Fig. 2 is the perspective view of shearing one preferred embodiment of wall member provided by the invention；
Fig. 3 is the top view of shearing one preferred embodiment of wall member provided by the invention；
Fig. 4 is the A-A sectional view of shearing one preferred embodiment of wall member provided by the invention；
Fig. 5 is the effectiveness of strengthening by reinforcement figure of shearing one preferred embodiment of wall member provided by the invention；
Fig. 6 is the perspective view of one preferred embodiment of superposed column component provided by the invention；
Fig. 7 is the top view of one preferred embodiment of superposed column component provided by the invention；
Fig. 8 is the A-A sectional view of one preferred embodiment of superposed column component provided by the invention；
Fig. 9 is the effectiveness of strengthening by reinforcement figure of one preferred embodiment of superposed column component provided by the invention；
Figure 10 is the perspective view of one preferred embodiment of exterior enclosure wall component provided by the invention；
Figure 11 is the left view of one preferred embodiment of exterior enclosure wall component provided by the invention；
Figure 12 is the effectiveness of strengthening by reinforcement figure of one preferred embodiment of exterior enclosure wall component provided by the invention；
Figure 13 is the perspective view of one preferred embodiment of internal partition wall component provided by the invention；
Figure 14 is the left view of one preferred embodiment of internal partition wall component provided by the invention；
Figure 15 is the effectiveness of strengthening by reinforcement figure of one preferred embodiment of internal partition wall component provided by the invention；
Figure 16 is the perspective view of overlapping one preferred embodiment of beam provided by the invention；
Figure 17 is the effectiveness of strengthening by reinforcement figure of overlapping one preferred embodiment of beam provided by the invention；
Figure 18 is the perspective view of overlapping one preferred embodiment of board member provided by the invention；
Figure 19 is the main view of overlapping one preferred embodiment of board member provided by the invention；
Figure 20 is the effectiveness of strengthening by reinforcement figure of overlapping one preferred embodiment of board member provided by the invention；
Figure 21 is the perspective view of the prefabricated component stair of light silencing provided by the invention；
Figure 22 is the top view of the prefabricated component stair of light silencing provided by the invention；
Figure 23 is the A-A sectional view of the prefabricated component stair of light silencing provided by the invention；
Figure 24 is the effectiveness of strengthening by reinforcement figure of the prefabricated component stair of light silencing provided by the invention；
In figure: 1, longitudinal reinforcement inside shear wall；2, shear wall inner transverse stirrup；3, shear wall outer panel；4, outside shear wall
Side steel wire net rack thermal-insulating board；5, shear wall interior plate；6, shear wall lower end straight screw sleeve connection mouth；7, shear wall reserves beam aperture；
8, shear wall grout hole；9, shear wall gas vent；10, longitudinal reinforcement inside superposed column；11, superposed column inner transverse stirrup；12,
Superposed column outer panel；13, superposed column reserves beam aperture；14, superposed column lower end straight screw sleeve connection mouth；15, superposed column grout hole；
16, superposed column gas vent；17, exterior enclosure wall outer panel；18, beam-ends keyway in exterior enclosure wall；19, exterior enclosure wall inner beam erects
Muscle；20, exterior enclosure wall inner beam bends up bottom muscle；21, steel wire net rack thermal-insulating board on the outside of exterior enclosure wall；22, exterior enclosure wall wall end steel wire
Rack insulation board；23, exterior enclosure wall inner beam；24, beam stirrup in exterior enclosure wall；25, beam stirrup in internal partition wall；26, in internal partition wall
Beam；27, beam end keyway in internal partition wall；28, internal partition wall inner beam bearing rod；29, internal partition wall inner beam bends up bottom muscle；30, internal partition wall
Outer panel；31, internal partition wall steel wire net rack thermal-insulating board；32, stirrup in composite beam；33, beam-ends keyway is overlapped；34, composite beam internal frame
Stud；35, bottom muscle is bent up in composite beam；36, precast concrete beam；37, superimposed sheet girder rib；38, superimposed sheet gluten；39, it folds
Plywood bottom muscle；40, superimposed sheet prefabricated panel；41, at the bearing of waist slab upper end；42, tread plate；43, built-in fitting is lifted；44, sliding
Dynamic hinge pin key hole to be provided；45, fixed hinge pin key hole to be provided；46, waist slab；47, at the bearing of waist slab lower end；48, plugging wire is kept the temperature
Plate reserves grout hole；49, cant beam；50, plugging wire insulation board；51, reinforcing bar at the bearing of waist slab upper end；52, concrete topping steel wire
Net；53, cant beam reinforcing bar；54, reinforcing bar at the bearing of waist slab lower end；55, wall member is sheared；56, superposed column component；57, peripheral protective
Wall member；58, internal partition wall component；59, beam is overlapped；60, staircase component；61, balcony component.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, technical solution in the embodiment of the present invention carry out it is clear,
It is fully described by, it is clear that the described embodiments are merely a part of the embodiments of the present invention, instead of all the embodiments.Base
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts it is all its
Its embodiment belongs to the range of the invention patent protection.
Embodiment one
Embodiment one is a kind of shell integrated structure of the cast-in-place coinsiding die of assembled architecture, which includes shearing wall member 55, folds
Zygostyle component 56, overlapping beam 59, overlapping board member, internal partition wall component 58, exterior enclosure wall component 57, staircase component 60 and sun
Platform component 61；
Above-mentioned component is by being connected as an entirety from grout hole penetration concrete again after sleeve grouting connection, to form the dress
With the shell integrated structure of formula building cast-in-situ coinsiding die；
Muscle connection is got rid of using sleeve grouting, pressure sleeve or part between superposed column component 56 and shearing wall member 55；
Exterior enclosure wall component 57 locally gets rid of muscle using sleeper with shearing wall member 55 or superposed column component 56 and connect；
The vertical connection of internal partition wall component 58 uses the slip casting of end slot, and shears wall member 55, the equal band of superposed column component 56
There is reserved beam aperture；
It is seamless overlap joint when being attached with the beam of overlapping beam 59, exterior enclosure wall component 57 and internal partition wall component 58.
The main body of shearing wall member 55 is by longitudinal reinforcement 1, shear wall inner transverse stirrup 2, shear wall inside shear wall
Steel wire net rack thermal-insulating board 4 on the outside of outer panel 3, shear wall, shear wall lower end straight screw sleeve connection mouth 6, is cut shear wall interior plate 5
Power wall is reserved beam aperture 7, shear wall grout hole 8 and shear wall gas vent 9 and is formed；
Steel wire net rack thermal-insulating board 4 on the outside of shear wall outer panel 3, shear wall and shear wall interior plate 5 are made as an entirety in advance, cut
It is the solid concrete with shear wall grout hole 8 and shear wall gas vent 9 in the middle part of power wall member 55, and is equipped with inside shear wall
Longitudinal reinforcement 1 and shear wall inner transverse stirrup 2；The operating surface of reinforced bar sleeve grouting has been reserved in shearing 55 lower end of wall member:
Shear wall lower end straight screw sleeve connection mouth 6, shearing wall member upper end are equipped with shear wall and reserve beam aperture 7.
The main body of superposed column component 56 is by longitudinal reinforcement 10, superposed column inner transverse stirrup 11, superposed column inside superposed column
Outer panel 12, superposed column reserve beam aperture 13, superposed column lower end straight screw sleeve connection mouth 14, superposed column grout hole 15 and superposed column
Gas vent 16 forms；
The superposed column component 56 is by superposed column outer panel 12, longitudinal reinforcement 10 and superposed column inner transverse reinforcing bar 11 inside superposed column
It is made as an entirety in advance, and the solid concrete in the middle part of superposed column is equipped with superposed column grout hole 15 and superposed column gas vent 16:
Reserved the operating surface of reinforced bar sleeve grouting in superposed column lower end: superposed column lower end straight screw sleeve connection mouth 14 is overlapping
Column upper end is equipped with superposed column and reserves beam aperture 13.
The main body of exterior enclosure wall component 57 is by beam-ends keyway 18, exterior enclosure wall in exterior enclosure wall outer panel 17, exterior enclosure wall
Inner beam bearing rod 19, exterior enclosure wall inner beam bend up bottom muscle 20, steel wire net rack thermal-insulating board 21, exterior enclosure wall wall end on the outside of exterior enclosure wall
Beam stirrup 24 forms in steel wire net rack thermal-insulating board 22, exterior enclosure wall inner beam 23 and exterior enclosure wall；
The exterior enclosure wall component 57 is by steel wire net rack thermal-insulating board 21 and exterior enclosure wall on the outside of exterior enclosure wall outer panel 17, exterior enclosure wall
Inner beam 23 is made as an entirety in advance, and is equipped with exterior enclosure wall wall end steel wire net rack thermal-insulating board 22 at exterior enclosure wall both ends, in periphery
Revetment inner beam 23 is equipped with exterior enclosure wall inner beam bearing rod 19, exterior enclosure wall inner beam bends up beam stirrup in bottom muscle 20 and exterior enclosure wall
24, and beam-ends keyway 18 in exterior enclosure wall is equipped in the beam-ends of exterior enclosure wall inner beam 23.
The main body of internal partition wall component 58 is by beam end keyway in beam stirrup 25 in internal partition wall, internal partition wall inner beam 26, internal partition wall
27, internal partition wall inner beam bearing rod 28, internal partition wall inner beam bend up bottom muscle 29, internal partition wall outer panel 30 and internal partition wall steel wire net rack and protect
Warm plate 31 forms；
Internal partition wall inner beam 26, internal partition wall outer panel and internal partition wall steel wire net rack thermal-insulating board 31 are made as one by the internal partition wall component 58 in advance
A entirety, and it is equipped with beam end keyway 27 in internal partition wall in the beam end of internal partition wall inner beam 26, and in internal partition wall inner beam 26
Top is equipped with beam stirrup 25 in internal partition wall inner beam bearing rod 28 and internal partition wall, is equipped in internal partition wall in the bottom of internal partition wall inner beam 26
Beam bends up bottom muscle 29.
The main body of beam 59 is overlapped by bearing rod 34 in stirrup 32 in composite beam, overlapping beam-ends keyway 33, composite beam, folded
It closes and bends up bottom muscle 35 and the composition of precast concrete beam 36 in beam；
Precast concrete beam 36 and framework of steel reinforcement group are become an entirety by the overlapping beam 59, are equipped at the both ends of composite beam
Beam-ends keyway 33 is overlapped, and upside is equipped with bearing rod 34 in stirrup 32 in composite beam and composite beam in composite beam, in composite beam
Inner underside is equipped in composite beam and bends up bottom muscle 35.
The main body for overlapping board member is pre- by superimposed sheet girder rib 37, superimposed sheet gluten 38, superimposed sheet bottom muscle 39 and superimposed sheet
Bottom plate 40 processed forms；
The superimposed sheet gluten 38 is located on superimposed sheet bottom muscle 39, and superimposed sheet gluten 38 and superimposed sheet bottom muscle 39 are in superimposed sheet
In prefabricated panel 40, superimposed sheet girder rib 37 is welded on 38 upside of superimposed sheet gluten, and 37 half of superimposed sheet girder rib is positioned at folded
Inside plywood prefabricated panel 40, half is located at outside superimposed sheet prefabricated panel 40.
Staircase component 60 is precast stair or the prefabricated component stair of light silencing；
Wherein the prefabricated component stair of light silencing are by waist slab upper end bearing 41, tread plate 42, lifting built-in fitting 43, sliding hinge
Pin key hole to be provided 44, fixed hinge pin key hole to be provided 45, waist slab 46,47 at the bearing of waist slab lower end, plugging wire insulation board is reserved fills
Starch hole 48, cant beam 49, plugging wire insulation board 50, reinforcing bar 51, concrete topping steel wire 52, cant beam reinforcing bar at the bearing of waist slab upper end
53 and the bearing of waist slab lower end at reinforcing bar 54 form；
Two sides respectively have a cant beam 49 to support to the waist slab 46 of the prefabricated component stair of the light silencing below, place in cant beam 49 oblique
Beam steel 53, the interior plugging wire insulation board 50 that concrete topping is wrapped up for surrounding of the plate of waist slab 46, surrounding wrap up concrete topping
It inside placed concrete topping steel wire 52；
41 there are two fixed hinge pin key hole to be provided 45 and sliding respectively at the bearing of waist slab lower end 47 at the bearing of waist slab upper end
Hinge pin key hole to be provided 44 wherein 41 is fixed hinge pin key hole to be provided 45 and internal places on waist slab at the bearing of waist slab upper end
Reinforcing bar 51 at bearing is held, 47 for sliding hinge pin key hole to be provided 44 and internal place the bearing of waist slab lower end at the bearing of waist slab lower end
Locate reinforcing bar 54；
Tread plate 42 on every layer mark time, and mark time it is interior reserved lifting built-in fitting 43, the plugging wire guarantor each marking time under
Warm plate 50 be all provided with there are two plugging wire insulation board reserve grout hole 48.
Balcony component 61, awning component and air-conditioning plate component are all made of preform production, i.e. reserved by getting rid of beard muscle
Lapped length of steel bar or local built-in fitting anchor are attached.
Embodiment two
Embodiment two is a kind of construction method of the shell integrated structure of the cast-in-place coinsiding die of assembled architecture:
The construction method is broadly divided into two parts: the construction installation method of mould casing component production and processing method and mould casing component；
Main mould casing component production and processing method:
It 1, is formwork manuscript, including every mould casing component section the in-depth of mould casing component figure after the completion of all kinds of mould casing component figures
Accurate size, the specification of the other materials such as configuration, insulation board of skeleton reinforcing steel bar or steel wire, model, prefabricated locating pipeling and big
Small, built-in fitting material specification shape detail drawing, lift hook position and size, positioning mounting, the information characteristics of eyelet through walls；It completes
All kinds of formwork manuscripts delivery workshop is produced afterwards；
2, mould casing component mainly uses formwork erection to produce, and configures core model on side form platform, end mould on be arranged openable and closable square hole or
Circular hole forms end mould or port mould；
3, different sizes is adjusted in core model and end mould, is required with meeting the section of different mould casing component sizes；
4, die station automatic vibration after cloth shapes, and is transported to curing pool or the maintenance of maintenance cellar；
5, after reinforcing bar or steel fabric sheet skeleton are shaped by processing drawing requirement binding, fixed preheating embedding line and fixing piece, suspension hook, then
Protective layer and spacer bar are installed；
6, skeleton enters checking of dimensions before mould, and tries to hang in mould, when skeleton stiffness deficiency is deformed, adds to skeleton reinforcing steel bar
By force；
7, concrete slump should be controlled in 220mm~250mm, and aggregate maximum particle diameter is controlled in 5mm~10mm；
8, after mould casing component maintenance is qualified by inspection, mould casing component is numbered, number information includes project name, production list
Position, component name and location number, sectional dimension of members, strength grade of concrete, date of manufacture, date of inspection and receipt, the date of production, matter
Amount number；
The construction installation method of main mould casing component
1, component is marched into the arena examination: component is needed by drawing before marching into the arena to layer component type, specification, size, quantity and number portion
Position is checked, and is marched into the arena and is stacked according to plan by the sequencing of every layer of lifting component；
2, work on the spot face unwrapping wire and positioning: the cleaning of work on the spot face, unwrapping wire are marked anchor point or pre-buried card in advance
Slot；It is levelling to lift front stall slurry, prepares backing material and cleaning supporting point；
3, mould casing component erection sequence: connection reinforcing bar or embedded sleeve barrel set get rid of in field basic construction, arrangement component position line, base
Pipe, superposed column component and shear wall lifting component, precast stair lift, connect reinforcing bar binding, exterior enclosure wall structure at component node
Part lifting, internal partition wall lifting component, setting skewed horizontal load and vertical supporting reinforcing, composite beam lifting component, overlapping board member are hung
Dress, the binding of superimposed sheet surfacing steel bar, balcony slab and the lifting of air-conditioning plate, overlap beam and overlapping board member facing concrete pours
Note；
4, foundation beam is constructed: before the casting of foundation beam concrete, pre-buried superposed column component or shearing wall member on basic beam steel
Connecting sleeve, sleeve or connection get rid of muscle, lay out the position of component position line and tie point, and carry out core with component anchor point
To errorless, then it is poured foundation beam concrete；
5, it shears wall member, the lifting of superposed column component prepares: checking the section wait lift shearing wall member and superposed column component
Size, connecting sleeve, built-in fitting, suspension hook, supporting point and locating pipeling precision, discovery error adjust in advance, check member base
The supporting point position of layer, gets out mating supporting element and safety prevention measure；
6, shear the lifting of wall member, superposed column component: the reinforcing bar binding of progress sleeper first arranges shear wall properly before lifting
The lifting sequence of component, superposed column component is successively lifted by serial number, when hanging 300mm~350mm on straight decentralization and joint face, people
Work cooperation positioning, light rise are put down gently, in connecting sleeve device to hole, should temporarily be padded using the chock of 300mm~350mm in advance and be put structure
Part, after whole device to hole, removing chock, gently vertically decentralization suspension hook is in place, and support rod supports in time, fixed support after sample is just vertical,
Casing slip casting, the molding of sleeper reinforcing bar；
7, the installation of exterior enclosure wall component: exterior enclosure wall component and shearing wall member mouth of connecting trough at base implantation steel bar end or
Steel bar end is thrown away in advance, is bound with the horizontal reinforcement stretched out in adjacent superposed column component slot；Lift exterior enclosure wall component
When, end notch insertion connection reinforcing bar carries out bracing reinforcement after horizontal vertical adjustment, muscle is got rid of at sleeper in shearing wall member two sides
Cast-in-place connection；
8, the installation of internal partition wall component: internal partition wall component is connected with exterior enclosure wall component, shearing wall member or superposed column component
When, implantation steel bar end gets rid of muscle with base and connect at interior partition wall component link position, and when lifting internal partition wall component, notch insertion connects
It connects reinforcing bar and is supported adjustment and reinforce；
9, the binding of component lap-joint connection reinforcing bar: all connection reinforcing bars, without operating space, are both needed to hanging after lifting component
The positioning that reinforcing bar at reinforcing bar binding and mouth of connecting trough is completed before dress is reinforced, and the mould casing component junction sealed after reserved is after lifting
Binding blocks, remaining can bind or be carried out after the completion of hanging piece bracing reinforcement sleeve grouting in the reinforcing bar bound in work surface and connect
It connects；
10, link slot concrete is poured between longitudinal stress component: shearing wall member connection superposed column component molding is reinforced, periphery
Reinforcing bar binding is completed in the mouth of connecting trough of revetment component and internal partition wall component, and protective layer is installed with positioning card or fixing piece
Afterwards, start to be poured superposed column, wall link slot concrete, first part pours connection hole slot, then casting concrete to bottom elevation is
Only；
11, overlapping beam installation: cleaning shearing wall member, superposed column component, exterior enclosure wall component and internal partition wall component are thrown away
Reinforcing bar, adjust bar spacing, lifting overlapping beam, beam-ends column bottom shift to an earlier date seat slurry it is levelling, beam bottom it is wide go out support end 100mm~
150mm is used to support composite beam self weight, and adjusts reinforcing, and composite beam is made into wide-flat beam, reserves supporting point for overlapping board member；
12, overlapping board member installation: superimposed sheet is supported on the position of widening of wide-flat beam, installs superimposed sheet support, fixed and calibration,
By first remote rear close sequence lifting, superimposed sheet top bars are bound, the pre-buried of the embedded parts such as floor pipeline is carried out；
13, the installation of staircase component: setting stair temporary support, fixed upper and lower ends landing.Hoisting prefabricated component stair,
Make 41 at the bearing of waist slab upper end, 47 be individually positioned on upper and lower ends landing at the bearing of waist slab lower end, and is directed at ladder
Section plate upper end bearing at 41 fixation hinge pin key hole to be provided 45 and the bearing of waist slab lower end at 47 sliding hinge pin key hole to be provided 44；
It installs at the upper end bearing of stair waist slab using fixed hinge: the bolt being embedded in platform board is inserted into waist slab upper end branch
In the fixation hinge pin key hole to be provided 45 for holding place 41, two modular levels stay the overlapping the slot of 20~30mm with vertically lapped place, use polyphenyl
Filling, then by the C30~C40 grades of grouting material fillings of at the bearing of waist slab upper end 41 fixation hinge pin key hole to be provided 45, finally admittedly
The height of 20~30mm is stayed to block for mortar in the hole top for determining hinge pin key hole to be provided 45；
It installs and uses sliding hinge at the lower end bearing of stair waist slab: the bolt being embedded in platform board is inserted into waist slab lower end branch
In the sliding hinge pin key hole to be provided 44 for holding place 47, the overlapping the slot of 20~30mm is stayed by two component lap-joints, is filled with polyphenyl, is sliding
After the height that 40~50mm is reserved in the hole upper end of hinge pin key hole to be provided 44 places gasket, bolt is connected with fixture nut, is padded
Piece lower part is left a blank chamber, and gasket top is blocked with mortar；
14, vertical supporting, balcony component, awning component first the installation of balcony component, awning component, air-conditioning board member: have been set up
And air-conditioning plate component is anchored to side bar and superimposed sheet by getting rid of muscle or local built-in fitting；
15, the binding of flooring overlapping beam, overlapping board member surfacing steel bar: first binding overlapping board member surfacing steel bar, then tie up
Reinforcing bar on composite beam is pricked, protective layer thickness is controlled after adjustment, finally typified form on the outside of branch composite beam；
16, after the completion of all floor steel bars, built-in fitting and pipe installation, all connection reinforcing bars are checked and is adjusted, are poured after zero deflection
Infuse floor concrete；
17, next story shear wall member is installed, superposed column component, overlapping beam, exterior enclosure wall component, internal partition wall component, is folded
Panel members, staircase component, air-conditioning board member, balcony component and awning component are the same as above-mentioned steps 5-16.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (10)
1. a kind of shell integrated structure of cast-in-place coinsiding die of assembled architecture, it is characterised in that: the structure includes shearing wall member
(55), superposed column component (56), overlapping beam (59), overlapping board member, internal partition wall component (58), exterior enclosure wall component
(57), staircase component (60) and balcony component (61)；
Above-mentioned component is by being connected as an entirety from grout hole penetration concrete again after sleeve grouting connection, to form the dress
With the shell integrated structure of formula building cast-in-situ coinsiding die；
It gets rid of muscle using sleeve grouting, pressure sleeve or part between superposed column component (56) and shearing wall member (55) and connect；
Exterior enclosure wall component (57) locally gets rid of muscle using sleeper with shearing wall member (55) or superposed column component (56) and connect；
The vertical connection of internal partition wall component (58) uses the slip casting of end slot, and shears wall member (55), superposed column component
(56) with reserved beam aperture；
It is taken when being attached with the beam of overlapping beam (59), exterior enclosure wall component (57) and internal partition wall component (58) to be seamless
It connects.
2. the shell integrated structure of the cast-in-place coinsiding die of assembled architecture according to claim 1, it is characterised in that: shear wall structure
The main body of part (55) be by longitudinal reinforcement (1) inside shear wall, shear wall inner transverse stirrup (2), shear wall outer panel (3),
Steel wire net rack thermal-insulating board (4), shear wall interior plate (5), shear wall lower end straight screw sleeve connection mouth (6), shearing on the outside of shear wall
Wall reserves beam aperture (7), shear wall grout hole (8) and shear wall gas vent (9) composition；
Steel wire net rack thermal-insulating board (4) on the outside of shear wall outer panel (3), shear wall and shear wall interior plate (5) are made as one in advance
It is whole, it is the solid concrete with shear wall grout hole (8) and shear wall gas vent (9) in the middle part of shearing wall member (55), and
Equipped with longitudinal reinforcement (1) and shear wall inner transverse stirrup (2) inside shear wall；Steel has been reserved in shearing wall member (55) lower end
The operating surface of muscle sleeve grouting: shear wall lower end straight screw sleeve connection mouth (6), shearing wall member upper end are equipped with shear wall and reserve beam
Mouth (7).
3. the shell integrated structure of the cast-in-place coinsiding die of assembled architecture according to claim 1, it is characterised in that: superposed column structure
The main body of part (56) by longitudinal reinforcement (10) inside superposed column, superposed column inner transverse stirrup (11), superposed column outer panel (12),
Superposed column reserves beam aperture (13), superposed column lower end straight screw sleeve connection mouth (14), superposed column grout hole (15) and superposed column row
Stomata (16) composition；
The superposed column component (56) is by superposed column outer panel (12), longitudinal reinforcement (10) and superposed column inner transverse inside superposed column
Reinforcing bar (11) is made as an entirety in advance, and the solid concrete in the middle part of superposed column is equipped with superposed column grout hole (15) and superposed column is arranged
Stomata (16):
The operating surface of reinforced bar sleeve grouting: superposed column lower end straight screw sleeve connection mouth (14) is reserved in superposed column lower end, folded
Zygostyle upper end is equipped with superposed column and reserves beam aperture (13).
4. the shell integrated structure of the cast-in-place coinsiding die of assembled architecture according to claim 1, it is characterised in that: exterior enclosure wall
The main body of component (57) is by beam-ends keyway (18), exterior enclosure wall inner beam bearing rod in exterior enclosure wall outer panel (17), exterior enclosure wall
(19), exterior enclosure wall inner beam bend up bottom muscle (20), steel wire net rack thermal-insulating board (21), exterior enclosure wall wall end steel wire on the outside of exterior enclosure wall
Beam stirrup (24) forms in rack insulation board (22), exterior enclosure wall inner beam (23) and exterior enclosure wall；
The exterior enclosure wall component (57) is by steel wire net rack thermal-insulating board (21) on the outside of exterior enclosure wall outer panel (17), exterior enclosure wall and outside
Enclosure wall inner beam (23) is made as an entirety in advance, and is equipped with exterior enclosure wall wall end steel wire net rack thermal-insulating board at exterior enclosure wall both ends
(22), exterior enclosure wall inner beam (23) be equipped with exterior enclosure wall inner beam bearing rod (19), exterior enclosure wall inner beam bend up bottom muscle (20) and
Beam stirrup (24) in exterior enclosure wall, and beam-ends keyway (18) in exterior enclosure wall is equipped in the beam-ends of exterior enclosure wall inner beam (23).
5. the shell integrated structure of the cast-in-place coinsiding die of assembled architecture according to claim 1, it is characterised in that: internal partition wall structure
The main body of part (58) is by beam end keyway (27), internal partition wall in beam stirrup in internal partition wall (25), internal partition wall inner beam (26), internal partition wall
Inner beam bearing rod (28), internal partition wall inner beam bend up bottom muscle (29), internal partition wall outer panel (30) and the heat preservation of internal partition wall steel wire net rack
Plate (31) composition；
The internal partition wall component (58) is pre- by internal partition wall inner beam (26), internal partition wall outer panel and internal partition wall steel wire net rack thermal-insulating board (31)
Be made as an entirety, and be equipped with beam end keyway (27) in internal partition wall in the beam end of internal partition wall inner beam (26), and inside every
The top of beam (26) is equipped with beam stirrup (25) in internal partition wall inner beam bearing rod (28) and internal partition wall within the walls, in internal partition wall inner beam (26)
Bottom be equipped with internal partition wall inner beam bend up bottom muscle (29).
6. the shell integrated structure of the cast-in-place coinsiding die of assembled architecture according to claim 1, it is characterised in that: composite beam structure
The main body of part (59) is by curved in stirrup in composite beam (32), overlapping beam-ends keyway (33), bearing rod (34) in composite beam, composite beam
Play bottom muscle (35) and precast concrete beam (36) composition；
Precast concrete beam (36) and framework of steel reinforcement group are become an entirety by the overlapping beam (59), at the both ends of composite beam
Equipped with overlapping beam-ends keyway (33), and in composite beam, upside is equipped in composite beam bearing rod in stirrup (32) and composite beam
(34), it is equipped in composite beam in composite beam inner underside and bends up bottom muscle (35).
7. the shell integrated structure of the cast-in-place coinsiding die of assembled architecture according to claim 1, it is characterised in that: superimposed sheet structure
The main body of part is by superimposed sheet girder rib (37), superimposed sheet gluten (38), superimposed sheet bottom muscle (39) and superimposed sheet prefabricated panel (40)
Composition；
The superimposed sheet gluten (38) is located on superimposed sheet bottom muscle (39), and superimposed sheet gluten (38) and superimposed sheet bottom muscle (39) are equal
In superimposed sheet prefabricated panel (40), superimposed sheet girder rib (37) is welded on the upside of superimposed sheet gluten (38), and overlaps plate girder
Muscle (37) half is located at superimposed sheet prefabricated panel (40) inside, and it is external that half is located at superimposed sheet prefabricated panel (40).
8. the shell integrated structure of the cast-in-place coinsiding die of assembled architecture according to claim 1, it is characterised in that:
Staircase component (60) is precast stair or the prefabricated component stair of light silencing；
Wherein the prefabricated component stair of light silencing by waist slab upper end bearing (41), tread plate (42), lifting built-in fitting (43),
Sliding hinge pin key hole to be provided (44), waist slab (46), (47) at the bearing of waist slab lower end, is inserted at fixed hinge pin key hole to be provided (45)
Silk insulation board reserves grout hole (48), cant beam (49), plugging wire insulation board (50), reinforcing bar (51), coagulation at the bearing of waist slab upper end
Reinforcing bar (54) forms at native surface layer steel wire (52), cant beam reinforcing bar (53) and the bearing of waist slab lower end；
Respectively there are cant beam (49) bearing in two sides to the waist slab (46) of the prefabricated component stair of the light silencing below, and cant beam (49) is interior
It places cant beam reinforcing bar (53), wraps up the plugging wire insulation board (50) of concrete topping, surrounding packet in the plate of waist slab (46) for surrounding
It wraps up in and placed concrete topping steel wire (52) in concrete topping；
(47) there are two fixed hinge pin key hole to be provided (45) respectively at (41) and the bearing of waist slab lower end at the bearing of waist slab upper end
With sliding hinge pin key hole to be provided (44), wherein (41) are fixed hinge pin key hole to be provided (45) and inside at the bearing of waist slab upper end
Reinforcing bar (51) at the bearing of waist slab upper end is placed, (47) are sliding hinge pin key hole to be provided (44) and inside at the bearing of waist slab lower end
Place reinforcing bar (54) at the bearing of waist slab lower end；
Tread plate (42) on every layer mark time, and mark time it is interior reserved lifting built-in fitting (43), it is slotting each marking time under
Silk insulation board (50) be all provided with there are two plugging wire insulation board reserve grout hole (48).
9. the shell integrated structure of the cast-in-place coinsiding die of assembled architecture according to claim 1, it is characterised in that: balcony component
(61), awning component and air-conditioning plate component are all made of preform production, by get rid of the beard muscle i.e. reserved steel bar lap of splice or
Local built-in fitting anchor is attached.
10. the construction party of the shell integrated structure of the cast-in-place coinsiding die of assembled architecture described in -9 any one according to claim 1
Method, it is characterised in that:
The construction method is broadly divided into two parts: the construction installation method of mould casing component production and processing method and mould casing component；
Main mould casing component production and processing method:
It 1, is formwork manuscript, including every mould casing component section the in-depth of mould casing component figure after the completion of all kinds of mould casing component figures
Accurate size, the specification of the other materials such as configuration, insulation board of skeleton reinforcing steel bar or steel wire, model, prefabricated locating pipeling and big
Small, built-in fitting material specification shape detail drawing, lift hook position and size, positioning mounting, the information characteristics of eyelet through walls；It completes
All kinds of formwork manuscripts delivery workshop is produced afterwards；
2, mould casing component mainly uses formwork erection to produce, and configures core model on side form platform, end mould on be arranged openable and closable square hole or
Circular hole forms end mould or port mould；
3, different sizes is adjusted in core model and end mould, is required with meeting the section of different mould casing component sizes；
4, die station automatic vibration after cloth shapes, and is transported to curing pool or the maintenance of maintenance cellar；
5, after reinforcing bar or steel fabric sheet skeleton are shaped by processing drawing requirement binding, fixed preheating embedding line and fixing piece, suspension hook, then
Protective layer and spacer bar are installed；
6, skeleton enters checking of dimensions before mould, and tries to hang in mould, when skeleton stiffness deficiency is deformed, adds to skeleton reinforcing steel bar
By force；
7, concrete slump should be controlled in 220mm~250mm, and aggregate maximum particle diameter is controlled in 5mm~10mm；
8, after mould casing component maintenance is qualified by inspection, mould casing component is numbered, number information includes project name, production list
Position, component name and location number, sectional dimension of members, strength grade of concrete, date of manufacture, date of inspection and receipt, the date of production, matter
Amount number；
The construction installation method of main mould casing component
1, component is marched into the arena examination: component is needed by drawing before marching into the arena to layer component type, specification, size, quantity and number portion
Position is checked, and is marched into the arena and is stacked according to plan by the sequencing of every layer of lifting component；
2, work on the spot face unwrapping wire and positioning: the cleaning of work on the spot face, unwrapping wire are marked anchor point or pre-buried card in advance
Slot；It is levelling to lift front stall slurry, prepares backing material and cleaning supporting point；
3, mould casing component erection sequence: connection reinforcing bar or embedded sleeve barrel set get rid of in field basic construction, arrangement component position line, base
Pipe, superposed column component and shear wall lifting component, precast stair lift, connect reinforcing bar binding, exterior enclosure wall structure at component node
Part lifting, internal partition wall lifting component, setting skewed horizontal load and vertical supporting reinforcing, composite beam lifting component, overlapping board member are hung
Dress, the binding of superimposed sheet surfacing steel bar, balcony slab and the lifting of air-conditioning plate, overlap beam and overlapping board member facing concrete pours
Note；
4, foundation beam is constructed: before the casting of foundation beam concrete, pre-buried superposed column component or shearing wall member on basic beam steel
Connecting sleeve, sleeve or connection get rid of muscle, lay out the position of component position line and tie point, and carry out core with component anchor point
To errorless, then it is poured foundation beam concrete；
5, it shears wall member, the lifting of superposed column component prepares: checking the section wait lift shearing wall member and superposed column component
Size, connecting sleeve, built-in fitting, suspension hook, supporting point and locating pipeling precision, discovery error adjust in advance, check member base
The supporting point position of layer, gets out mating supporting element and safety prevention measure；
6, shear the lifting of wall member, superposed column component: the reinforcing bar binding of progress sleeper first arranges shear wall properly before lifting
The lifting sequence of component, superposed column component is successively lifted by serial number, when hanging 300mm~350mm on straight decentralization and joint face, people
Work cooperation positioning, light rise are put down gently, in connecting sleeve device to hole, should temporarily be padded using the chock of 300mm~350mm in advance and be put structure
Part, after whole device to hole, removing chock, gently vertically decentralization suspension hook is in place, and support rod supports in time, fixed support after sample is just vertical,
Casing slip casting, the molding of sleeper reinforcing bar；
7, the installation of exterior enclosure wall component: exterior enclosure wall component and shearing wall member mouth of connecting trough at base implantation steel bar end or
Steel bar end is thrown away in advance, is bound with the horizontal reinforcement stretched out in adjacent superposed column component slot；Lift exterior enclosure wall component
When, end notch insertion connection reinforcing bar carries out bracing reinforcement after horizontal vertical adjustment, muscle is got rid of at sleeper in shearing wall member two sides
Cast-in-place connection；
8, the installation of internal partition wall component: internal partition wall component is connected with exterior enclosure wall component, shearing wall member or superposed column component
When, implantation steel bar end gets rid of muscle with base and connect at interior partition wall component link position, and when lifting internal partition wall component, notch insertion connects
It connects reinforcing bar and is supported adjustment and reinforce；
9, the binding of component lap-joint connection reinforcing bar: all connection reinforcing bars, without operating space, are both needed to hanging after lifting component
The positioning that reinforcing bar at reinforcing bar binding and mouth of connecting trough is completed before dress is reinforced, and the mould casing component junction sealed after reserved is after lifting
Binding blocks, remaining can bind or be carried out after the completion of hanging piece bracing reinforcement sleeve grouting in the reinforcing bar bound in work surface and connect
It connects；
10, link slot concrete is poured between longitudinal stress component: shearing wall member connection superposed column component molding is reinforced, periphery
Reinforcing bar binding is completed in the mouth of connecting trough of revetment component and internal partition wall component, and protective layer is installed with positioning card or fixing piece
Afterwards, start to be poured superposed column, wall link slot concrete, first part pours connection hole slot, then casting concrete to bottom elevation is
Only；
11, overlapping beam installation: cleaning shearing wall member, superposed column component, exterior enclosure wall component and internal partition wall component are thrown away
Reinforcing bar, adjust bar spacing, lifting overlapping beam, beam-ends column bottom shift to an earlier date seat slurry it is levelling, beam bottom it is wide go out support end 100mm~
150mm is used to support composite beam self weight, and adjusts reinforcing, and composite beam is made into wide-flat beam, reserves supporting point for overlapping board member；
12, overlapping board member installation: superimposed sheet is supported on the position of widening of wide-flat beam, installs superimposed sheet support, fixed and calibration,
By first remote rear close sequence lifting, superimposed sheet top bars are bound, the pre-buried of the embedded parts such as floor pipeline is carried out；
13, the installation of staircase component: setting stair temporary support, fixed upper and lower ends landing；Hoisting prefabricated component stair,
Make at the bearing of waist slab upper end that (41), (47) are individually positioned on upper and lower ends landing at the bearing of waist slab lower end, and right
At the bearing of quasi- waist slab upper end at the fixation hinge pin key hole to be provided (45) of (41) and the bearing of waist slab lower end (47) sliding hinge pin
Key hole to be provided (44)；
It installs at the upper end bearing of stair waist slab using fixed hinge: the bolt being embedded in platform board is inserted into waist slab upper end branch
It holds in the fixation hinge pin key hole to be provided (45) at place (41), two modular levels stay the overlapping the slot of 20~30mm with vertically lapped place, use
Polyphenyl filling, then the fixation hinge pin key hole to be provided (45) of (41) at the bearing of waist slab upper end is filled out with C30~C40 grades of grouting materials
It fills, the hole top for finally fixing hinge pin key hole to be provided (45) stays the height of 20~30mm to block for mortar；
It installs and uses sliding hinge at the lower end bearing of stair waist slab: the bolt being embedded in platform board is inserted into waist slab lower end branch
It holds in the sliding hinge pin key hole to be provided (44) at place (47), the overlapping the slot of 20~30mm is stayed by two component lap-joints, it is filled with polyphenyl,
After the height that 40~50mm is reserved in the hole upper end of sliding hinge pin key hole to be provided (44) places gasket, by bolt and fixture nut phase
Even, gasket lower part is left a blank chamber, and gasket top is blocked with mortar；
14, vertical supporting, balcony component, awning component first the installation of balcony component, awning component, air-conditioning board member: have been set up
And air-conditioning plate component is anchored to side bar and superimposed sheet by getting rid of muscle or local built-in fitting；
15, the binding of flooring overlapping beam, overlapping board member surfacing steel bar: first binding overlapping board member surfacing steel bar, then tie up
Reinforcing bar on composite beam is pricked, protective layer thickness is controlled after adjustment, finally typified form on the outside of branch composite beam；
16, after the completion of all floor steel bars, built-in fitting and pipe installation, all connection reinforcing bars are checked and is adjusted, are poured after zero deflection
Infuse floor concrete；
17, next story shear wall member is installed, superposed column component, overlapping beam, exterior enclosure wall component, internal partition wall component, is folded
Panel members, staircase component, air-conditioning board member, balcony component and awning component are the same as above-mentioned steps 5-16.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910201226.0A CN109811878A (en) | 2019-03-18 | 2019-03-18 | The shell integrated structure of the cast-in-place coinsiding die of assembled architecture and construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910201226.0A CN109811878A (en) | 2019-03-18 | 2019-03-18 | The shell integrated structure of the cast-in-place coinsiding die of assembled architecture and construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424598A (en) * | 2019-08-09 | 2019-11-08 | 中国水利水电第八工程局有限公司 | A kind of assembling frame out-hung panel technical system and its construction method |
| CN111335561A (en) * | 2020-03-06 | 2020-06-26 | 吴传江 | Stair installation construction method for fabricated building |
-
2019
- 2019-03-18 CN CN201910201226.0A patent/CN109811878A/en active Search and Examination
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424598A (en) * | 2019-08-09 | 2019-11-08 | 中国水利水电第八工程局有限公司 | A kind of assembling frame out-hung panel technical system and its construction method |
| CN110424598B (en) * | 2019-08-09 | 2020-09-11 | 中国水利水电第八工程局有限公司 | Assembly type frame external wallboard system and construction method thereof |
| CN111335561A (en) * | 2020-03-06 | 2020-06-26 | 吴传江 | Stair installation construction method for fabricated building |
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