CN103590516A - Formwork of self-balancing prefabricated face and cast-in-situ core infilled wall - Google Patents
Formwork of self-balancing prefabricated face and cast-in-situ core infilled wall Download PDFInfo
- Publication number
- CN103590516A CN103590516A CN201310626576.4A CN201310626576A CN103590516A CN 103590516 A CN103590516 A CN 103590516A CN 201310626576 A CN201310626576 A CN 201310626576A CN 103590516 A CN103590516 A CN 103590516A
- Authority
- CN
- China
- Prior art keywords
- application
- key
- prefabricated
- precast plate
- force
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a formwork of a self-balancing prefabricated face and cast-in-situ core infilled wall. The formwork comprises positioning keys (1) arranged in the direction of an infilled wall body at intervals. The two sides of each positioning key (1) are prefabricated slabs (3) connected through connection keys (2), each prefabricated slab (3) is provided with a pulling connection hole (7), the middle and the upper end of each prefabricated slab are respectively provided with at least one pouring hole (4), and the outside of each prefabricated slab (3) is provided with a pressure applying device. The formwork has the advantages that materials used for the formwork are prefabricated in a large scale in a factory, requirements for core fillers of the wall body are low, the range of usable materials is wide, logistics cost of the materials is reduced, a construction formwork for wall face prefabrication is eliminated, external construction fixing measures of a cavity mold are eliminated, the construction process is simplified, prefabrication pressure is controllable and adjustable, the comprehensive economy index and the construction period of the formwork are superior to those of the prior art, and defects of the prior art are made up for.
Description
Technical field
The present invention relates to a kind of building infilled wall, particularly relate to prefabricated of a kind of self-balancing, cast-in-place core infilled wall mould bases.
Background technology
Building infilled wall is the enclosed structure of building, measures the performances such as large and wide, its sound insulation, heat insulation, intensity, fire prevention, protection against the tide, waterproof, functional performance and security performance that directly impact is built.Along with the progress in epoch and the requirement of environmental protection, the epoch of Qin brick and Han tile finish already, and new wall material is constantly released.
At present, aerated concrete building block is more as infilled wall, and hollow steel framework at center cement metal mesh interior partition wall is also widely adopted.But this class infilled wall exists following problem: first, along with the shortage of China's manpower, labour cost is multiplied, and logistics cost improves constantly, corresponding the having a more substantial increase of cost of infilled wall; Secondly, traditional floor is generally the reinforced concrete thin plate of 80～100mm, its soundproof effect is not good, energy-efficient performance is bad, can not be thereon partition wall and limited the flexibility of using arbitrarily; Also have, the intensity of aerated concrete building block infilled wall is lower be unfavorable for safety and whitewash, its deadweight makes compared with conference that agent structure cost improves, the poor structural seismic that is unfavorable for of its globality, and the complicated construction technique of hollow steel framework at center cement metal mesh interior partition wall makes the duration longer.
In addition; along with deepening continuously of sustainable development idea, the comprehensive utilization of industrial waste ardealite, desulfurated plaster, fluorgypsum, building waste etc. starts to come into one's own, because this class material is conducive to protection of the environment; can turn waste into wealth, meet the values of sustainable development.Therefore, the novel infilled wall of a kind of standardization Prefabrication of necessary research and development.
Summary of the invention
Technical problem to be solved by this invention is: prefabricated of a kind of self-balancing, cast-in-place core infilled wall mould bases are provided; the filled wall comprehensive economic index and the construction period that adopt this mould bases to be shaped are better than existing aerated concrete building block infilled wall, hollow steel framework at center cement metal mesh interior partition wall or traditional body of wall, and are conducive to waste material utilization, protection of the environment and sustainable development.
Technical scheme of the present invention is: prefabricated of a kind of self-balancing, cast-in-place core infilled wall mould bases, comprise along the spaced positioning key of filled wall direction, positioning key both sides are by the connected precast plate of connecting key, precast plate is provided with and sockets hole, the middle part of precast plate and upper end have a plug hole at least, between paired precast plate, form cavity, and there is device for exerting in precast plate outside, described device for exerting comprises application of force key and application of force rope, and application of force key mapping is between application of force rope and precast plate.Precast plate batch production is produced in batches or is produced as movable form fixed point.Positioning key is that bulk, column or bar are tabular, and its cross section can be rectangle, I-shaped or flute profile.When column positioning key and precast plate are when contour, be equivalent to the skeleton of an infilled wall.Positioning key material can adopt regeneration rigid plastics, gypsum class, metal, during installation, can use expansion bolt anchoring, and also available cementing agent is pasted.Connecting key is that block (circular cross-section or square-section), concavo-convex alternate column-shape strip rib or bar are tabular, between itself and precast plate, can adopt bonding or bolt is fixed, iron wire colligation, the binding of soft rope, pin are fastened fixing etc., during cast, the precast plate generation tension force that is squeezed, connecting key bears two tension force on the plane of symmetry from balancing each other.Connecting key adopts prefabricate mode to produce, it can connect into the precast plate of two from inside the whole space structures that forms an empty stomach, effectively improve the rigidity of structure of precast plate in work progress and reduce punching shear and bulk deformation, be also conducive to opposing and fill out the extruding tension force in core material pouring process, precast plate being produced and avoid burst-mode.When prefabricated connecting key is rectangular block shape or concavo-convex sawtooth strip, laterally and longitudinally the pouring that core material was walked and filled out to pipeline is convenient in gap therebetween.During construction, prefabricated positioning key is fixed on levels floor or beam and stays in infilled wall.Between the precast plate using in pairs, adopt connecting key to connect, for example, adopt structure glue that precast plate and connecting key are connected to form to evacuated mould.The lateral surface that four jiaos of the inner sides of precast plate or side are connected in positioning key.Metric space between two precast plates forms cavity, and in cavity, in-site pouring is filled out core material wholly or in part.It is distortion when keeping the planarization of precast plate and preventing from pouring into a mould that there are device for exerting, its effect in precast plate outside, and particularly precast plate is thinner, when size is larger.Device for exerting is by application of force key and the acting in conjunction of application of force rope, and wherein, application of force rope utilizes himself change in length to control the size of tension force, and application of force key is as the Transfer Medium between power and precast plate.Application of force rope can connect the paired precast plate in binding infilled wall both sides, can connect the precast plate that homonymy is adjacent again.Another effect of application of force key is the shape that changes application of force rope, thereby changes tension force.Especially, for example, from linear state, become broken line state, changed direction and the Tensity size of active force simultaneously.
Application of force rope is closed annular or linear, and its girth (length) is adjustable by a device, and this device essence is a compression folding structure, and application of force rope material is the soft rope of fiber.If the similar common nylon binding tape of structure, its length is adjustable, can realize and tightening up and opening function.
The quantity of application of force rope and application of force key and ratio determine according to the character of the size of infilled wall and filling core material.Many application of force rope can produce larger thrust, but corresponding operational ton also increases; The quantity of application of force key also has similar problem.Application of force rope normally arranges along axial (length direction) of body of wall.
Between application of force rope, be at least provided with and strut together key.Closed annular application of force rope encloses application of force key and two paired precast plates around binding one, between two adjacent fiber ropes, arrange and strut key, the fiber rope of having tightened is stretched once again, increased tension force, thereby application of force key is continued to exert pressure, and due to application of force key and the acting in conjunction that struts key, application of force rope becomes fold-line-shaped from straight line, in bending place, tension force partly changes pressure into.Strut key and can adopt shaft-like or strip, groove is established in case fiber rope skids off in two ends.A plurality of while strutting key when arranging, application of force rope is more tightened, and tension force is larger, and pressure is also larger.
Between application of force rope, be at least provided with one lock and hold together key.The action principle that lock holds together key is with to strut key identical, and it can adopt the troughing plate of rigidity to clamp, and also can adopt the soft rope colligations such as iron wire, fiber.
Application of force key is T section or V-arrangement cross section, and material is plastic-steel.When being T section, common fitting closure annular application of force rope, the face that its surface is larger and precast plate laminating, less face is biased rope and pushes down.The difference of surface size can play and expand the effect that sphere of action reduces pressure.The direction of application of force key normally with precast plate short transverse point-blank, when needs corrective action scope, application of force key can be angled with precast plate.The size of application of force key also will be mated the size of precast plate.When being V-arrangement cross section, conventionally coordinate linear application of force rope, linear application of force rope is through paired precast plate, and application of force key is inserted at its two ends, so just formed active force at precast plate width.The application of force key in two kinds of cross sections can be used alternatingly, and makes precast plate all have pressure at height and width, prevents distortion.
The structural feature of prefabricated panel is in the middle and upper end is at least provided with a plug hole.Plug hole can be reserved when producing, and in the time of also can constructing, now cuts a hole.
Described precast plate is provided with some holes that socket, and sockets key and by socketing hole, the precast plate of two sides is connected.Describedly socket that key can be fixed for bolt, iron wire colligation, the binding of soft rope, pin fasten fixing etc.
Described infilled wall cavity internal clearance is arranged with and is not directly connected with precast plate or pre-coremaking batten that only gap connects and staying in infilled wall.Pre-coremaking batten material is with to fill out core material identical, and it adopts batch production batch production can reduce costs, raise the efficiency, and the on-the-spot irrigation amount that core material is filled out in minimizing can improve efficiency of construction.
Described two sides precast plate adopts different materials.Two sides precast plate adopts different materials to be conducive to meet different use functions, as: wall face, kitchen guarding's metope adopt that intensity is high, cracking resistance good, have the material of water resistance.
Described precast plate is coarse pitted skin.Precast plate is that coarse pitted skin is conducive to inner side and core strong bond, appearance and rendering layer strong bond.
The formula that coordinates cast that this mould bases is used to fill out core material be characterised in that adopt semi-hydrated gypsum for quick-set, dihydrate gypsum be retarded adhesive material.Gypsum material has advantages of rapid hardening, general 3～5 minutes initial setting times.Utilize its rapid hardening performance can improve efficiency of construction, shorten turn around time, reduce construction cost.The breathing performance of gypsum material (after water suction, emitting moisture content when ambient humidity is lower) can be carried out efficient maintenance from inside to the concrete of floor.Adopt dihydrate gypsum as the retarded adhesive material of semi-hydrated gypsum, not only can effectively obtain retarding effect, and can consume a large amount of industrial wastes, reach simultaneously reduce costs, the object of protection of the environment.
The described core material of filling out is also joined and is had cement as supporting material.Gypsum material intensity is lower, especially adds interpolation material can make to fill out core material strength decreased, adds the cementitious material such as cement, magnesium chloride, epoxy resin can supplement its later strength, meets various instructions for uses.
The described ginseng in core material of filling out has at least one to add material: as sand, flyash, slag, phosphorus slag, straw particle, granular polystyrene, glass bead, building waste, haydite, clay, glass fiber etc.Adopt one or several materials in sand, flyash, slag, phosphorus slag, straw particle, granular polystyrene, glass bead, building waste, haydite, clay, glass fiber, bubble wrap pulverized particles not only can reduce costs as adding material; and be conducive to utilize waste material, protection of the environment, there is good social benefit.
Compared with prior art, the present invention has following advantage:
Mould bases as cast, it is precast plate and for producing in batches in the standardized structural element Jun Ke factories such as positioning key of locating, efficiency is high, quality good and be easy to control is convenient to detect, can adopt as required different materials, also can adopt composite material to meet multiple requirement, compare with traditional cast-in-situ wall construction technology, the present invention has saved form removal operation (precast plate can directly as metope), also without template consume and amortization, thus saved artificial, improved work efficiency, reduced operating expenses.Precast plate is stayed the surface layer that becomes within the walls body of wall, compare with traditional cast-in-situ wall, surface layer can adopt the material different from filling out core, as: surface layer adopts the quality materials such as high density, high strength, waterproof, fire prevention to meet and uses functional requirement, and fill out core, adopt the functional materials such as low-density, energy-conservation, heat insulation, insulation, sound insulation to meet performance requirement, many industrial refuses all can be used as functional material, as: industrial refuse ardealite, desulfurated plaster, flyash, packing foamed plastics, pulverize and all have well energy-conservation, heat insulation, insulation, sound insulation value for particle etc.Therefore, the present invention is conducive to give full play to the performance of different materials, thereby can demote Master Cost, and makes full use of industrial refuse, is conducive to protection of the environment, cycle development.In addition, precast plate as metope, has saved the grieshoch of touching of traditional handicraft, has not only saved material, has saved manually, has also alleviated deadweight, thereby has improved efficiency, reduced cost.
Shaping standard member for working measures such as the connecting key of fixed die shut die plate (precast plate) and accessories is produced by special manufacturer, construction party can be bought, can rent, because these members directly contact filling core material hardly, thereby loss is very little, thereby reduced the measure cost of construction, in addition, securing member of the present invention is simple to operate, convenient disassembly, and, adopted in a large number the self-balancing measure between template (precast plate), as the connecting key between precast plate, socket and socket key etc. between hole, the consumption of securing member is greatly reduced, thereby reduced the installation of securing member in construction, dismounting, transhipment, saved artificial, improved efficiency, reduced cost.
Application of force rope and application of force key as mould bases device for exerting are another spotlights of the present invention, and its tension force is variable controlled, simple to operate, and practical function is fine.The template fixed form of comparing traditional, flexible and changeable, remove and install simple.Can produce height and width to precast plate, or even the pressure of other direction.Strut key and lock and hold together key and on the basis of application of force rope, can realize and freely control tension force, the flexibility of a whole set of device for exerting is very high.
Owing to filling out core material, be not used in metope, it requires greatly to reduce, more easily meet, general industry rubbish is as ardealite, desulfurated plaster, fluorgypsum, carbide slags etc. all can be used as activity latex material or accelerating admixture, and flyash, slag, carbon slag, cinder, slag, phosphorus slag, dihydrate gypsums etc. all can be used as inserts, general agricultural waste is as straw, the stalk kinds such as cornstalk also can be used as inserts after pulverizing, general local material is as various cement, magnesium chloride, magnesia, lime etc. all can be used as activity latex material, and river sand, mountain sand, saw foam, bamboo bits, wood chip, pozzolan etc. all can be used as inserts, and regrown material is as the brick of building waste, watt, concrete is through pulverizing, the foamed plastics of packaging waste, crock, porcelain etc. all can be used as inserts through pulverizing.Because packing material is drawn materials extensively, suited measures to local conditions, not only with low cost and reduce logistics, reduce costs.
Coordinate the mixed configuration of the packing material of the present invention's use to concentrate and carry out at factory's streamline, not only be convenient to control quality and can raise the efficiency, reduce artificial, reduce costs, packing material adopts large-scale Mixing Machine concentrate to stir, adopt conveying equipment by pipeline, to be pumped to respectively that a plurality of small-sized storage tanks of pouring on-site terminal store up temporarily, the on-the-spot quick-set secondary agitation that adds in building site, finally adopt the perfusion simultaneously respectively of a plurality of small-sized machines.The present invention from batching, transportation, stir, carry, pouring has all adopted batch production, mechanization, the method for suiting measures to local conditions, not only take full advantage of local material, utilized various industrial refuses, agricultural waste, municipal refuse, and having greatly reduced logistics, the construction of mechanization has greatly been saved manually, has improved work efficiency, has shortened the duration, has been reduced cost.
Infilled wall both sides surface layer (precast plate) adopt different materials to be conducive to make full use of the performance of different materials, thereby improve performance and the cost performance of body of wall.Such as the outer lateral layers of outdoor wall, adopt cement mortar can meet demand of anti-crack, the exterior decoration of exterior wall adverse circumstances and requirement of strength, the exterior wall of hanging effects on surface exposes the waterproof requirement of body of wall etc., inner side surface layer adopts gypsum material, the prize of insulation sand etc. can meet energy-conservation requirement, fire protection requirement, sound-insulating and heat-insulating and the comfort level requirement etc. of body of wall.
Surface layer (precast plate) adopts at least two kinds of materials to be formed by stacking, and is conducive to improve the functional performance of body of wall, the advantage of performance different materials, thereby the cost performance of raising body of wall.
Compared with prior art, batch production production degree of the present invention is high, draws materials flexibly, and site construction technology is simple, pours into wall quick, conducts oneself with dignity lighter, has saved secondary and has plastered, and can reduce costs, alleviate deadweight, improve usable floor area, and comprehensive cost reduces greatly.
Accompanying drawing explanation
Fig. 1 is the positive elevational schematic view of structure of the present invention (not drawing application of force rope and application of force key);
Fig. 2 is structure vertical cross section schematic diagram of the present invention (not drawing application of force rope and application of force key);
Fig. 3 is structure longitudinal profile schematic diagram of the present invention (not drawing application of force rope and application of force key);
Fig. 4 is the positive elevational schematic view that the present invention comprises application of force rope and application of force key;
Fig. 5 is that the present invention struts bond structure schematic diagram;
Fig. 6 is that the present invention locks bond structure schematic diagram;
Fig. 7 is T section application of force bond structure schematic diagram of the present invention;
Fig. 8 is the structure vertical cross section schematic diagram that the present invention comprises application of force key;
Fig. 9 is the structure longitudinal profile schematic diagram that the present invention comprises application of force rope and application of force key;
Figure 10 is the schematic diagram (in figure, square represents length adjustment device) of closed annular application of force rope;
Figure 11 is the schematic diagram (in figure, square represents length adjustment device) of linear application of force rope;
Figure 12 is the basic setup method schematic diagram (application of force rope comprises linear and closed annular, and application of force key comprises V-arrangement and T section) of application of force key of the present invention and application of force rope.
The specific embodiment
If Fig. 1 is to as shown in Fig. 3, prefabricated molds frame member: precast plate 3(length 2850mm, width 1200mm, thickness 20mm) on face, adhere to glass fiber net, the centre of plate and top are provided with the plug hole 4 of two diameter 70mm, block connecting key 2(is long, wide 100mm, thick 80mm) adopt gypsum material to transport job site to after factory's streamline batch production, with cementing agent, six connecting keys 2 and two precast plate 3 firm pastings are assembled into evacuated mould, block positioning key 1 adopts regeneration rigid plastics at factory's streamline batch production (channel section, length 200mm, width 80mm, bis-kinds of 180mm, thickness 80mm, wall thickness 10mm).Closed annular fiber rope and the straight fibre rope (two ends circularize) of application of force rope 9 for connecting with length adjustment device, or be nylon binding tape.
Fill out core material 6: set up an office batch production local material, collecting packing foamed plastics waste material of various places pulverized and carried out after packed transporting building site to for particle, phosphogypsum dihydrate transports construction site to by phosphate fertilizer plant, it is on-the-spot that ardealite (semi-hydrated gypsum) transports cast to by frying factory, cement transports building site to, so far, get the raw materials ready complete.
On-the-spot installation, first adopt expansion bolt by the middle distance of 1210mm, positioning key 1 to be fixed on levels floor or beam in the plane of filled wall axis, adopt structure glue that four jiaos of evacuated mould (two sides precast plate 3 is bonding with connecting key 2) are pasted on positioning key 1 side.Then on every precast plate 3, vertically place two application of force keys 8 in the middle of plate temporarily, by 5 closed annular application of force ropes 9 by upper 2, in 1, lower 2 penetrate the socketing in hole 7 of paired precast plate 3, and along continuous straight runs T section application of force key 8 is pressed on precast plate 3 (the top be the bifilar binding of closed annular, centre position is sub-thread, below is bifilar), the contiguous prefabricated plate 3 of homonymy sockets key (as iron wire colligation) in its seam crossing employing and through socketing hole 7, the two is connected and fixed.Then, T section application of force key 8 is moved to precast plate 1/3rd four width place to dual-side to be tightened application of force rope 9 to be trapezoidal polyline shaped (so far, application of force rope 9 produces pressure at right angle and is added on application of force key 8, by 8 pairs of precast plates 3 of application of force key, applies precompression), install and substantially complete.If precompression is not enough, can between application of force rope 9 and application of force key 8, set up stack application of force key 8, or use lock to hold together key 11 and strut key 10 to make application of force rope 9 planar be polyline shaped facing mutually between two application of force ropes 9, increase the tension force of application of force rope 9, thereby the axial tension of application of force rope 9 is increased, increase precompressed component.If the wider width of precast plate 3, can be used V-arrangement cross section application of force key 8 to coordinate linear application of force rope 9, as shown in figure 12.When precompression is not enough, the stack result of use of V-arrangement cross section application of force key 8 is better.
Core formula: quick-set adopts half water ardealite (initial setting time is controlled at 15～30 minutes after slow setting is processed), and retarding agent adopts phosphogypsum dihydrate, and later stage reinforcement cementitious material adopts cement, and filler adopts foam grain.
Site operation: large-size horizontal mixer transports construction site to, by phosphogypsum dihydrate, foam grain, cement by volume 4:4:1 adds after water stirring, adopt Large Sand stock pump to divide and deliver to storage (stirring slow setting) temporarily in many on-the-spot pony mixers of each floor cast by conveyance conduit, after again stirring after quick-set ardealite is participated in by 20% (percent by volume), immediately send many small-sized grouting machines and carry out pouring construction by the plug hole 4 on precast plate 3, fill out core material 6 and inject cavity 5, in 15～25 minutes, construct complete, wall initial set to be filled, can immediately dismantle construction equipment, the construction of preparation next round.
This example is the abundant wall of 100mm, can be used for general internal partition wall.
On precast plate 3, there are two row to socket 3 of hole 7(on one side, as shown in Figure 1), joint in evacuated mould (two precast plates 3 are bonding with connecting key 2), employing sockets key (iron wire colligation) through socketing hole 7 by the precast plate 3 of the adjacent precast plate 3(body of wall homonymy in both sides) be connected and fixed, all the other are identical with embodiment 1.
On the precast plate 3 of evacuated mould on-the-spot bore two row totally six socket hole 7, with linear application of force rope 9 or iron wire, pass and socket hole 7, two sides makes the precast plate 3 of the precast plate 3(body of wall both sides on two sides with wooden cylindrical pin clamping) socket the tension force while together watering with opposing, with reference to Figure 12.All the other are identical with embodiment 1.
adopt sleeve pipe to penetrate and socket hole 7, with linear application of force rope 9 or iron wire, pass, two sides sockets together two sides precast plate 3 with wooden pin clamping, linear application of force rope 9, and pin, iron wire is reusable, and all the other are identical with embodiment 3.
Claims (8)
1. a self-balancing is prefabricated, cast-in-place core infilled wall mould bases, it is characterized in that: comprise along the spaced positioning key of filled wall direction (1), positioning key (1) both sides are for passing through the connected precast plate (3) of connecting key (2), precast plate (3) is provided with and sockets hole (7), the middle part of precast plate (3) and upper end have a plug hole (4) at least, between paired precast plate (3), form cavity (5), there is device for exerting in precast plate (3) outside, described device for exerting comprises application of force key (8) and application of force rope (9), and application of force key (8) is positioned between application of force rope (9) and precast plate (3).
2. prefabricated of a kind of self-balancing according to claim 1, cast-in-place core infilled wall mould bases, is characterized in that: application of force rope (9) is closed annular or linear.
3. prefabricated of a kind of self-balancing according to claim 2, cast-in-place core infilled wall mould bases, is characterized in that: between application of force rope (9), be at least provided with and strut together key (10).
4. prefabricated of a kind of self-balancing according to claim 2, cast-in-place core infilled wall mould bases, is characterized in that: between application of force rope (9), be at least provided with one lock and hold together key (11).
5. prefabricated of a kind of self-balancing according to claim 1, cast-in-place core infilled wall mould bases, is characterized in that: application of force key (8) is T section or V shaped sections.
6. prefabricated of a kind of self-balancing according to claim 1, cast-in-place core infilled wall mould bases, is characterized in that: cavity (5) internal clearance is arranged with pre-coremaking batten.
7. according to prefabricated of a kind of self-balancing described in claim 1,2,3,4,5,6 or 7, cast-in-place core infilled wall mould bases, it is characterized in that: precast plate (3) material of positioning key (1) both sides is different.
8. according to prefabricated of a kind of self-balancing described in claim 1,2,3,4,5,6 or 7, cast-in-place core infilled wall mould bases, it is characterized in that: precast plate (2) surface is coarse pitted skin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310626576.4A CN103590516B (en) | 2013-12-02 | 2013-12-02 | A kind of self-balancing precast surface, cast-in-place core filler wall mould bases |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310626576.4A CN103590516B (en) | 2013-12-02 | 2013-12-02 | A kind of self-balancing precast surface, cast-in-place core filler wall mould bases |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103590516A true CN103590516A (en) | 2014-02-19 |
| CN103590516B CN103590516B (en) | 2015-10-07 |
Family
ID=50080817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310626576.4A Active CN103590516B (en) | 2013-12-02 | 2013-12-02 | A kind of self-balancing precast surface, cast-in-place core filler wall mould bases |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103590516B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6151857A (en) * | 1999-03-01 | 2000-11-28 | Pieces, Llc | Prefabricated composite construction system for internal and/or external building-walls |
| CN102787684A (en) * | 2012-07-31 | 2012-11-21 | 长沙远大住宅工业有限公司 | Steel wire net rack demolition-free formwork system and manufacturing method thereof |
| CN103243906A (en) * | 2013-04-24 | 2013-08-14 | 山东万斯达建筑科技有限公司 | Support device for pouring shear wall |
| CN203256962U (en) * | 2013-05-27 | 2013-10-30 | 中国航天建设集团有限公司 | Concrete constructional column structure for building construction |
| CN103410317A (en) * | 2013-07-29 | 2013-11-27 | 段风雷 | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part |
-
2013
- 2013-12-02 CN CN201310626576.4A patent/CN103590516B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6151857A (en) * | 1999-03-01 | 2000-11-28 | Pieces, Llc | Prefabricated composite construction system for internal and/or external building-walls |
| CN102787684A (en) * | 2012-07-31 | 2012-11-21 | 长沙远大住宅工业有限公司 | Steel wire net rack demolition-free formwork system and manufacturing method thereof |
| CN103243906A (en) * | 2013-04-24 | 2013-08-14 | 山东万斯达建筑科技有限公司 | Support device for pouring shear wall |
| CN203256962U (en) * | 2013-05-27 | 2013-10-30 | 中国航天建设集团有限公司 | Concrete constructional column structure for building construction |
| CN103410317A (en) * | 2013-07-29 | 2013-11-27 | 段风雷 | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103590516B (en) | 2015-10-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100385083C (en) | Light compound side fascia and its manufacturing method | |
| CN103174252B (en) | A kind of self-insulation quake-proof building block and application process | |
| CN104975716A (en) | Construction method for employing dismounting-free formwork in casting constructional column and ring beam concrete | |
| CN103590486B (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN107298456A (en) | One kind foaming desulphurization building gypsum based sizing and its precast light composite partition wall plate | |
| CN103601461A (en) | Filling material | |
| CN107602039A (en) | Grouting ceramsite light composite wallboard and preparation method thereof | |
| CN103590515B (en) | A kind of self-balancing precast surface, cast-in-place core filler wall | |
| WO2018028040A1 (en) | Stacked and assembled integrated basement of multistory post-and-beam system | |
| CN104499498A (en) | Construction method of mass concrete construction | |
| CN104594531B (en) | A kind of modular lightweight band muscle partition wall and construction method thereof | |
| CN101446123A (en) | Green concrete mould-locking linkage internal partition plate | |
| CN110616830A (en) | Light steel keel modified gypsum-based light partition wall and construction method thereof | |
| CN201560522U (en) | Self-insulation interlocking wall building block | |
| CN103774777A (en) | Assembly type skeleton multi-ribbed beam-plate composite structure big plate | |
| CN201224941Y (en) | Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building | |
| CN202577719U (en) | Tenon and mortise building block for splicing internal partition wall body | |
| CN204850139U (en) | Prefabricated assembled concrete shear force wall that reinforcing bar dislocation was laid | |
| CN104294962A (en) | Method for manufacturing pre-placed recycled aggregate grouted concrete energy-saving and heat-preservation building block and wall system | |
| CN204163266U (en) | The large plate of hollow lath component building hollow wall | |
| CN203129402U (en) | Self-insulating building block | |
| CN203296209U (en) | Self-insulation mortarless block masonry shear wall system | |
| CN105201278A (en) | Assembly type fence wall made of construction waste | |
| CN103590516B (en) | A kind of self-balancing precast surface, cast-in-place core filler wall mould bases | |
| CN204876276U (en) | Building heat preservation prefabricated section |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201225 Address after: 224006 No. 137, Renmin Middle Road, DAZONGHU Town, Yandu District, Yancheng City, Jiangsu Province (m) Patentee after: Yancheng Shuangxin Construction Investment Co.,Ltd. Address before: 550023 No.1, south section of Jinyang North Road, guanshanhu District, Guiyang City, Guizhou Province Patentee before: GUIZHOU JIEYING TECHNOLOGY DEVELOPMENT Co.,Ltd. |