CN206000051U - A kind of wall body structure combined with prefabricated assembled wall plate member - Google Patents
A kind of wall body structure combined with prefabricated assembled wall plate member Download PDFInfo
- Publication number
- CN206000051U CN206000051U CN201620408932.4U CN201620408932U CN206000051U CN 206000051 U CN206000051 U CN 206000051U CN 201620408932 U CN201620408932 U CN 201620408932U CN 206000051 U CN206000051 U CN 206000051U
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- Prior art keywords
- plate member
- wall plate
- prefabricated assembled
- rib
- assembled wall
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- 239000006260 foam Substances 0.000 claims abstract description 11
- 239000012774 insulation material Substances 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 claims abstract description 9
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 9
- 210000003195 fascia Anatomy 0.000 claims abstract description 6
- 239000011083 cement mortar Substances 0.000 claims abstract description 4
- 239000007769 metal material Substances 0.000 claims abstract 2
- 239000000203 mixture Substances 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 210000002435 tendon Anatomy 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 15
- 238000000034 method Methods 0.000 abstract description 10
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- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
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- 238000011161 development Methods 0.000 description 3
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- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
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- 229910052751 metal Inorganic materials 0.000 description 1
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- Panels For Use In Building Construction (AREA)
Abstract
The utility model provides the wall body structure that a kind of prefabricated assembled wall plate member is combined, and is made up of post, beam insulation material and prefabricated assembled wall plate member；The prefabricated assembled wall plate member side assembling on the surface of post or is embedded among post；Described post is reinforced concrete structure or formed steel construction；The prefabricated assembled wall plate member steely reinforced concrete rib, lining, Side fascia and steel mesh with ribbing are engraved；The armored concrete rib includes prefabricated assembled wall plate member side rib and intermediate rib；The inner side of the lining and Side fascia has steel mesh with ribbing to engrave；Described steel mesh with ribbing is engraved by engraving net, engrave end net, supporting network and is constituted；Described engraves net, engraves and hold net, supporting network to belong to metal material；The steel mesh with ribbing pours in engraving and is inoculated with cement mortar and foams the self-thermal insulation material to be formed.The assembled wallboard component of above-mentioned flow process production, globality are strong, and rational in infrastructure, quality standard is high, and operation is controlled, and self-heat conserving is good.
Description
Technical field
The utility model is related to a kind of housing industrialization systems technology, and in particular to one kind uses prefabricated assembled wall plate member
The wall body structure technology of combination.
Background technology
In the great development stage, country is in dwelling construction process for China's concrete prefabricated element production eighties in 20th century
In, employ block structure, assembled wallboard structure, large panel structure, cast-in-place concrete structure, cast-in-place concrete hollow floor slab knot
Structure, cast-in-place shear wall structure etc., with Process of Housing Industrialization, a few days ago, steel-concrete combined structure and prefabricated concrete are tied
Structure system is got back and is developed rapidly, Design Inst. of Architecture, Qinghua Univ. marquis build group head the list of signers research and develop precast concrete hollow mold cut
Power wall construction, traditional construction material prefabricated components are combined with cast-in-situ steel reinforced concrete technology, and have delivered entitled " precast concrete
The paper of hollow mold and housing industrialization ", propulsion China Process of Housing Industrialization.
As the ZL98231113.3 structural member for concrete thin-wall cylinder that applicant declares, the tubular obturator of sealing is fabricated to,
Tubular, hollow obturator is provided for realizing cast-in-situ hollow building roof, solve the non-technique for taking out heart pore-forming of cast-in-place cavity building roof difficult
Topic, but there is a problem of single load bearing and evacuation rate low, in order to solve the defect, as applicant declares
ZL200410082381.9 " a kind of hollow floor slab with small dense ribs ", hollow filling body are embedded in formation " T font " in floor slab with small dense ribs and receive
Power cross-section hollow layer, solves the problems, such as that the little ribbed cavity superstructure top board in " T font " stress section is smooth.But produce hollow filling out
Fill that the body setting and hardening time is long, mould utilization factor is low, the big matter weight of hollow filling volume density, production and transport inconvenience and obturator entirety
Property the defect such as poor cracky.
In order to advance China's housing industrialization development, a kind of ZL200820126232.1 " cast-in-place shaped steel of applicant's application
Concrete cavity building roof " and ZL200910143977.8 " a kind of cast-in-place open web superstructure building heating of utilization solar energy " and
ZL201110332999.6 " a kind of employing foam composition obturator make hollow floor system " assembled formed steel construction with cast-in-place
Armored concrete cavity building roof is organically combined, and is solved the fire prevention of assembled formed steel construction, is got rusty, quality, shearing resistance, throughout the year ties up
The problem of the aspects such as shield, cost and inexhaustible solar energy is converted into hot blast can warm oneself and utilize foam plastic
Material, had both solved the technical barrier of non-core-drawing pore-creating, played a part of sound-insulating and heat-insulating insulation again, and applicant also applies
A kind of ZL200810192973.4 " expanding material for cast-in-place cavity building roof component " foam cement, these patent applications, though
So tamped basis for China's Process of Housing Industrialization, but entirely cast-in-site, poor controllability, implement technical by force,
It is difficult to form industrialized production.
For realizing industrialized production, applicant applies for that ZL201320467350.X " use by a kind of cast-in-situ hollow building roof pore-forming again
The netted box component of combined type " and a kind of ZL201420814197.8 " mechanism steel mesh self-heat conserving wall compound with light-weight inorganic thing
Plate ", carries out General Promotion to existing hollow building cover technology of pouring, it is achieved that transition and upgrade, updates and significantly reduce wallboard
Deadweight, add self-heat preservation heat insulation performance, exempt the worry for doing wall thermal insulating again, though solve the problems, such as industrialized production,
Still there is the defect of site operation poor controllability.
Country carries out steel construction strategy and assembled architecture at present, is that housing industrialization is layed foundation, no matter from building
Contain and how extension extends and update, all relevant with architectural structure system, using multi-functional, economy, scientific and technological content, energy-saving ring
Protect, safety coefficient big with the market demand high, meet the architectural structure system of national industrial policies and industrial development direction again.Cause
This, on the basis of existing background technology, prior art is carried out perfect, integrated application in housing industrialization, formed new
Prefabricated assembled shear wall structure system, Technology Difficulties problem is processed in factory industryization, sizing, set pattern lattice, fixed is assembled
Position, quantitative production prefabricated member, structure is integrally forced through the mode of cast-in-place concrete and solves, and industrialized production is pre-
Prefabricated member processed is combined with cast-in-site armored concrete, solve existing system exist overall cast-in-site, can
Control property is poor, implement technical strong, site operation causes environmental pollution, matter weight, energy-saving heat preserving function to lose, be difficult to form industrialization
The problems such as production, the wall body structure that a kind of prefabricated assembled wall plate member is combined is researched and developed, is to realize prefabricated assembled shear wall
The fine new breakthrough of structural system new technology, has become as the urgent need of housing industrialization technical field innovation.
Utility model content
The purpose of this utility model is to advance Process of Housing Industrialization, using a kind of with prefabricated assembled wall plate member group
The wall body structure of conjunction, improves existing shear wall structure system, makes full use of the advantage of factory industry, Prefabrication assembled wall
Board member, solves the overall cast-in-site poor controllability of existing structure system presence, the technical strong, site operation of enforcement and causes environment
The problems such as pollution, matter weight, energy-saving heat preserving function are lost, need to add heat-insulation layer again；Structure is integrally forced through cast-in-site coagulation
The mode of soil is solved, industrialized production prefabricated wall Component Embedding in post cast-in-site reinforced column, by which
Combine, the existing shear wall structure system technology of optimization is reached, existing fabricated shear wall structural system is carried out turning
Type is upgraded, and updates.
The technical solution of the utility model is as follows, a kind of with prefabricated assembled wall plate member combine wall body structure, by post,
Beam insulation material and prefabricated assembled wall plate member composition, the prefabricated assembled wall plate member side assembling on the surface of post or
It is embedded among post, described post is reinforced concrete structure or formed steel construction, the prefabricated assembled wall plate member steely muscle
Concrete rib, lining, Side fascia and steel mesh with ribbing are engraved, and the armored concrete rib includes prefabricated assembled wall plate member side rib
And intermediate rib, at least there is reinforcing steel bars exposed in the side rib of the prefabricated assembled wall plate member.
It is more highly preferred to, the rib is cavity rib.
Be more highly preferred to, steel mesh cylinder with ribbing is disposed in described cavity rib, is poured and be inoculated with cement mortar in the steel mesh cylinder with ribbing
The self-thermal insulation material that foaming is formed.
It is more highly preferred to, in the prefabricated assembled wall plate member horizontal sides, at least one side is fourth of the twelve Earthly Branches mouth.
It is more highly preferred to, the appearance of the prefabricated assembled wall plate member is provided with solar energy equipment.
It is more highly preferred to, the prefabricated assembled wall plate member is taken with the bed die system around track, described around rail
Road is kept in balance drop.
Of the present utility model a kind of with prefabricated assembled wall plate member combine wall body structure, be by architectural design drawing
On the basis of carry out, first decompose architectural design drawing, function for wallboard and physical dimension, assembling form is quantified,
On the premise of principal mode specification is met, the drawing of the specifications and models of N number of assembled wallboard component resolved into, and factory is by being decomposed
Paper organization is produced, and production assembled wallboard building course is as follows: one. preparation, get the raw materials ready, mainly include reinforcing bar, cement, sand
Stone, mould, steel mesh with ribbing are engraved, cement foamed device and material, plant equipment etc., and two. auxiliary is made, 1. by the drawing being decomposed
Colligation rib reinforcement is made, to meet energy-saving and thermal insulating requirement, is needed in colligation rib reinforcement middle setting steel mesh cylinder with ribbing, ties up
Band rib steel net cylinder becomes cavity reinforcing rib, and 2. assembled belt rib steel net is engraved, will be using feeding machine, bicker system, cutter etc. specially
Steel plate dictyosome or reinforcing bar dictyosome are made with plant equipment, net compacting bending trace will be engraved, engrave the upper and lower ends mouth of end net vertical direction
Pack after steel plate molding edge, supporting network are packed respectively by engrave net, supporting network, engrave end net usage ratio transport to group entrucking
Between, open and net is engraved, from bending at the bending trace of compacting, end net molding edge will be engraved and be put in the V-arrangement rib for engraving network edge, equivalent
" Jiong shape " supporting network is placed in expanded metal lath thread, net two ends split will be engraved and carry out welding and make steel mesh with ribbing engraving, 3. for cold bridge every
From mould, 4. intercostal through tube, 5. arranges exposed steel bar outlet mold and side hanging ring mould, 6. determines assembling in the drawing for decomposing
The adjacent connecting portion of formula wall plate member, the pre-buried little polyphenyl block of side rib connecting portion, pre-buried little polyphenyl block is taken down during installation to be easy to
Reinforcing bar exposes, and welds adjacent reinforcing bar, flatness and solidness that holding wallboard connects, assembled wallboard member openings basis mould,
Assembled wallboard component fourth of the twelve Earthly Branches mouth or inclined-plane add module in vertical formwork is formed, and three. the making of assembled wallboard component, will dress
The bed die system for joining formula wall plate member band around track goes to die-filling workshop, is equipped with vertical formwork on bed die, specification needed for being formed
The opening basis of model is framed, and on opening basis, framed interior placement rib reinforcement, steel mesh with ribbing are engraved or cold bridge isolation mode or intercostal filling
Siphunculus, then the bed die system of band cincture track is gone to pouring hall. computer is sent to after joining in cement, sand, stone ratio automatically and stirs
Mix station and add water and concrete is stirred into, its slump controls within 200mm, Vibration on Start-up platform, first cast rib and Side fascia is mixed
After solidifying soil, engrave in steel mesh with ribbing and Foam cement insulation material in interior or cavity reinforcing rib, is poured into, foam cement slurry can concentrate filling
Enter, the balanced stream of siphunculus is filled by the intercostal for pre-installing and is engraved in interior or cavity reinforcing rib to each steel mesh with ribbing, it is also possible to which monomer is filled
Enter to each steel mesh with ribbing and (foam cement slurry can also be poured into when shield is rested) in interior or cavity reinforcing rib is engraved, thereafter concrete
Cast lining and assembled wallboard component surface are shaken to put down to touch after light is processed and are rested, then the bed die system by band around track goes to
Steam curing system, then the bed die system of band cincture track is gone to finished product station, form removal obtains required assembled wallboard component,
Be formulated to warehouse for finished product respectively to support eventually or stock, initial position gone to the bed die system around track, enter next flow process shape
State, the assembled wallboard component of above-mentioned flow process production, globality are strong, and rational in infrastructure, quality standard is high, and operation is controlled, self-heat conserving
Good, armored concrete rib is become cavity rib, reinforced concrete wall panel is become weight after steel mesh concrete belt Self-insulation wall plate
Fall sharply.The installation of assembled wallboard component, is to carry out on building wall board framework horizontal plane or Vierendeel girder, is divided into two states,
First, building frame post and beam oneself through building up, assembled wallboard component is directly hung, by hanging ring, the assembly that puts in place, with different even
Fitting connects, few elaboration, second, its assembled wallboard component is installed in cast-in-site connection, post steel is pricked in field fabrication
Muscle, with engineering mould by the post steel bar vertical parcel that pricks, sets reserved opening in the post engineering mould both sides for installing wallboard face, reserves
The thickness of mouthful width >=assembled wallboard component, by assembled wallboard component side be placed in the surface with post binding site or
By assembled wallboard lifting component in the reserved opening that the engineering mould both sides for pricking post reinforcing bar set, then by post engineering mould
Another both sides are fixed, and the girt strip reinforcing bar that assembled wallboard component two ends are exposed is extend in post reinforcing bar, and adjustment adjacent members interface is put down
Whole degree, takes down pre-buried little polyphenyl block, welds the girt strip reinforcing bar for exposing, will extend into assembled wall plate member in part in post reinforcing bar
Now it is cast in cast-in-situ reinforced concrete column with the girt strip steel for exposing, assembled wallboard component side is placed in ties with beam again
Repeat the above steps after the surface at position or cast in situ reinforced concrete beam and floor are closed, is carried out conserving to pouring into a mould concrete, form removal, formed
A kind of wall body structure combined with prefabricated assembled wall plate member, body of wall exempts isothermal holding again, as long as exterior wall is connect to component
Simply plastered at mouthful both facial ornament material such as sprayable imitative stone coating after process；Arrange with the bed die system around track,
Allow for intersecting dislocation operation, efficiency is improved, by the annular connection of each workshop, the bed die system of band cincture track is speeded cincture
Track one week, illustrates that an assembled wallboard component production is completed；Keep in balance drop around track, be to reduce track operation
Resistance, zero load climb up slope, and assembled wallboard component is poured into load row descending from concrete；In order to become active house and comprehensive
Close and utilize, solar energy equipment is installed in exterior surface of wall, but will carry out by solar energy equipment erection code, it is to avoid solar energy equipment
Mutually block or cause light pollution.
Description of the drawings
Fig. 1 is the wall body structure elevation that a kind of prefabricated assembled wall plate member of the utility model is combined.
Fig. 2 is the cavity rib embodiment of the prefabricated assembled wall plate member of the utility model.
Fig. 3 is for pouring into self-thermal insulation material enforcement figure in the cavity rib of the prefabricated assembled wall plate member of the utility model.
Fig. 4 has reinforcing steel bars exposed embodiment for the prefabricated assembled wall plate member of the utility model.
Fig. 5 has fourth of the twelve Earthly Branches mouth embodiment for the prefabricated assembled wall plate member horizontal sides of the utility model.
Specific embodiment
The utility model is further described below in conjunction with the accompanying drawings.
Fig. 1 is the wall body structure elevation that a kind of prefabricated assembled wall plate member of the utility model is combined, and this practicality is new
When type is implemented, it is that 2 handling of prefabricated assembled wall plate member that will be produced in factory lines pours into a mould scene to frame column 3, will be pre-
The partial component 2 of assembled wallboard component 2 processed and the rib reinforcement 58 for exposing are embedded in post mold, carry out cast-in-site.Work as post
During with beam for formed steel construction, rib reinforcement will be exposed and be directly welded on steel column and section steel beam, prefabricated assembled wall plate member 2 was both
Optimum state transverse plate is may be designed to, vertical plate is also designed to, the adjacent joint portion of two module components 2 is arranged to fourth of the twelve Earthly Branches mouth 592, prevents
Exterior wall rainwater penetrates into interior by interface, the pre-buried little polyphenyl for allowing rib reinforcement easily to expose in the adjacent joint portion of two module components 2
Block 7, when two module component 2 connects, little polyphenyl block 7 is broken up, it is easy to expose rib reinforcement 52 and welded, for the ease of hanging,
Be provided with rib with while the hanging ring 521 that is connected of rib, hanging ring 521 also covered with little polyphenyl block 7 when making cast, band
The foam cement slurry heat preserving and insulating material 57 poured in 6 engraved by rib steel net, both can adopt chemical blowing, physical blowing may also be employed
Principle realization, when using chemical blowing, fills through hole 531 using rib and engraves stream equilibrium automatically in 6 in the steel mesh with ribbing, if taking
Each steel mesh with ribbing can be intuitively injected into engrave in 6 during physical blowing.
Fig. 2 is the cavity rib embodiment of prefabricated assembled wall plate member of the present utility model, the difficult point of exterior wall heat-preserving system
On post, beam, rib, because there is the contradiction between structure safety and insulation in them；Post, beam body product can be done at external thermal insulation greatly
Reason, but the insulation of the small volume of rib is difficult, and the present embodiment is to evacuate rib, has both mitigated the deadweight of prefabricated assembled wall plate member, and
The formation of cut-off cold bridge and the impact to being incubated, are specifically adopted steel mesh body with ribbing, are made steel mesh cylinder with ribbing, put after trace
The centre in rib reinforcement is put, concrete is poured into a mould, form cavity rib.
Fig. 3 is for pouring into self-thermal insulation material embodiment, this reality in the cavity rib of the prefabricated assembled wall plate member of the utility model
It is using steel mesh body with ribbing to apply example, makes steel mesh cylinder with ribbing after trace, is placed on the centre of rib reinforcement, pours into a mould concrete,
Cavity rib is formed, and Foam cement insulation material is poured in cavity rib is formed thereafter.
Fig. 4 is embedded in embodiment in post for the prefabricated assembled wall plate member of the utility model, and post is pricked in such as figure field fabrication
Reinforcing bar 3, with aluminium alloy fixed shape mould by the post steel bar vertical parcel that pricks, aluminium alloy fixed shape mould is not first closed, formula to be assembled
After wall plate member port is embedded into and pricks post reinforcing bar 3, then assembled wallboard component that aluminium alloy fixed shape die clamp lock,
Part assembled wall plate member and the girt strip steel for exposing in post reinforcing bar will be extend into now be cast in cast-in-situ reinforced concrete column.
Fig. 5 is the ribbed belt fourth of the twelve Earthly Branches mouth embodiment of the prefabricated assembled wall plate member of the utility model, and the present embodiment is two module components 2
Adjacent joint portion is arranged to fourth of the twelve Earthly Branches mouth 592, prevents exterior wall rainwater from penetrating into interior by interface, and its outer face of fourth of the twelve Earthly Branches mouth 592 should
Cover curved surface.
Finally it should be noted that:Above example is limited only in order to the technical solution of the utility model to be described rather than to which
System, although being described in detail to the utility model with reference to above-described embodiment, those of ordinary skill in the art should
Understand, still specific embodiment of the present utility model can be modified or equivalent, and new without departing from this practicality
Any modification of type spirit and scope or equivalent, its all should cover in the middle of right of the present utility model.
Claims (6)
1. a kind of with prefabricated assembled wall plate member combine wall body structure, by post, beam insulation material and prefabricated assembled wallboard
Component constitutes；The prefabricated assembled wall plate member side assembling on the surface of post or is embedded among post；Described post is steel
Tendon concrete structure or formed steel construction；The prefabricated assembled wall plate member steely reinforced concrete rib, lining, Side fascia and band
Rib steel net is engraved；The armored concrete rib includes prefabricated assembled wall plate member side rib and intermediate rib；The prefabricated wall
At least while there is reinforcing steel bars exposed in the side rib of board member.
The inner side of the lining and Side fascia has steel mesh with ribbing to engrave；Described steel mesh with ribbing engrave by engrave net, engrave end net, supporting network
Composition；Described engraves net, engraves and hold net, supporting network to belong to metal material；The steel mesh with ribbing pours in engraving and is inoculated with cement mortar and foams to be formed
Self-thermal insulation material.
2. as claimed in claim 1 a kind of with prefabricated assembled wall plate member combine wall body structure, it is characterised in that described
Armored concrete rib is cavity rib.
3. as claimed in claim 1 a kind of with prefabricated assembled wall plate member combine wall body structure, it is characterised in that described
Cavity rib in dispose steel mesh cylinder with ribbing；Pour in the steel mesh cylinder with ribbing and be inoculated with cement mortar and foam the self-thermal insulation material to be formed.
4. as claimed in claim 1 a kind of with prefabricated assembled wall plate member combine wall body structure, it is characterised in that described
Prefabricated assembled wall plate member horizontal sides arrange fourth of the twelve Earthly Branches mouth.
5. as claimed in claim 1 a kind of with prefabricated assembled wall plate member combine wall body structure, it is characterised in that described
The appearance of prefabricated assembled wall plate member is provided with solar energy equipment.
6. as claimed in claim 1 a kind of with prefabricated assembled wall plate member combine wall body structure, it is characterised in that described
Prefabricated assembled wall plate member is taken with the bed die system around track, described is kept in balance drop around track.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620408932.4U CN206000051U (en) | 2016-05-06 | 2016-05-06 | A kind of wall body structure combined with prefabricated assembled wall plate member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620408932.4U CN206000051U (en) | 2016-05-06 | 2016-05-06 | A kind of wall body structure combined with prefabricated assembled wall plate member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206000051U true CN206000051U (en) | 2017-03-08 |
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ID=58204249
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620408932.4U Expired - Fee Related CN206000051U (en) | 2016-05-06 | 2016-05-06 | A kind of wall body structure combined with prefabricated assembled wall plate member |
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| CN (1) | CN206000051U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804276A (en) * | 2016-05-06 | 2016-07-27 | 湖南标迪夫节能科技有限公司 | Wall structure for prefabricated wallboard component assembling |
-
2016
- 2016-05-06 CN CN201620408932.4U patent/CN206000051U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804276A (en) * | 2016-05-06 | 2016-07-27 | 湖南标迪夫节能科技有限公司 | Wall structure for prefabricated wallboard component assembling |
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