CN101446109A - Composite component with alkaline-resisting glass fiber net plasterer - Google Patents
Composite component with alkaline-resisting glass fiber net plasterer Download PDFInfo
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- CN101446109A CN101446109A CNA200810209830XA CN200810209830A CN101446109A CN 101446109 A CN101446109 A CN 101446109A CN A200810209830X A CNA200810209830X A CN A200810209830XA CN 200810209830 A CN200810209830 A CN 200810209830A CN 101446109 A CN101446109 A CN 101446109A
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Abstract
A composite component with an alkaline-resisting glass fiber net plasterer relates to an architecture composite component and aims at solving problems of high cost, inconvenient construction, and the like, which exist in present energy-saving wall bodies. A structure I is as follows: a sandwich layer 3 is stuck on an architectural main structure 1; the sandwich layer 3 is a wall with building blocks made of a macromolecular heat preserving material; cement mortar protective layers 8 are arranged inside and outside the sandwich layer 3; alkaline-resisting glass fiber nets 4 are embedded and buried in the protective layers 8; and anchoring reinforcing steel bars 2 are anchored with the architectural main structure 1, positioned in the protective layers 8 and spliced with the alkaline-resisting glass fiber nets 4. A structure II is as follows: the sandwich layer 3 is positioned between an upper and a lower protective layer 8, the lower protective layer 8 is arranged on the architectural main structure 1, and the alkaline-resisting glass fiber nets 4 are embedded and buried in the protective layers 8. A construction method I is as follows: coating and brushing interfacial agent on cement mortar so that the alkaline-resisting glass fiber nets can be stuck, and carrying out cement mortar plastering when the interfacial agent is still wet. A construction method II is as follows: coating and brushing the interfacial agent on the sandwich layer so that the alkaline-resisting glass fiber nets can be stuck, and carrying out cement mortar plastering when the interfacial agent is still wet. The invention has the advantages of minimum cost, convenient construction, etc.
Description
Technical field
The present invention relates to a kind of job practices of building the composite component structure and alkaline-resisting glass fiber net plasterer being arranged.Have the composite component of alkaline-resisting glass fiber net plasterer include alkaline-resisting glass fiber net plasterer combined wall (post), the composite roof of alkaline-resisting glass fiber net plasterer is arranged, and the composite beam of alkaline-resisting glass fiber net plasterer is arranged.
Background technology
I have proposed number of patent application is 200710072572.0, the patent of invention name be called " inside and outside be provided with reinforcing bar/and the combined wall of metal lath and plaster ", also having number of patent application is 200810007245.1, and the patent of invention name is called the patent of " combined wall that non-floor heat bridge and intercolumniation band shape have reinforcing bar and/or metal net plaster ".These two body of wall technology have solved the problem of contradiction between ubiquitous safety of existing body of wall technology and the heat insulating ability, and solved the problem that the heavy for thousands of years body of wall antidetonation of human history is bad, light wall wind resistance load is bad, to compare cost minimum with the combined wall of additional thermal insulation on traditional body of wall, to building energy conservation reduction of discharging, wall reform, antidetonation wind resistance with increase the body of wall durability and have great social effect.But how can further reduce cost, convenient construction further, and more be applicable to the needs of new countryside construction, of the present invention a kind ofly have the composite component of alkaline-resisting glass fiber net plasterer to solve this problem.
Present light thermal-insulating roofing is the color steel sheet heat insulation house surface, and its shortcoming is not satisfy the fire endurance requirement, winter indoor easy dewfall, rigidity is less, should not be used for the civilian construction permanent roofing, can not satisfy the requirement of long span building roofing.Severe cold area Harbin municipalization is at the single storey industry workshop of the bent structure large span of building, and nearly 100,000 square metres of roofing area is transported for long-distance unexpectedly and purchased arrangement of reinforcement gas concrete roofing, and thermal transmittance may reach 1.3w/m
2.k about, reach 0.4w/m according to thermal transmittance of the present invention
2.k the composite roof that alkaline-resisting glass fiber net plasterer is arranged about is pressed the regulation of civilian construction energy-saving design standard and is calculated, and 1668 tons of standard coals of each heating phase many rate of application coal discharge CO more
2Quantity reaches 4070 tons! And increase construction costs.
Summary of the invention
The purpose of this invention is to provide a kind of composite component structure that alkaline-resisting glass fiber net plasterer is arranged, and the job practices of alkali-resistant glass fiber mesh is installed in the composite component.Adopt composite component structure of the present invention and job practices, can satisfy building energy conservation, wall reform requirement, and favourable building aseismicity, wind resistance, cost, convenient construction reduced significantly.
First kind of structure of composite component of the present invention is: the present invention includes major structure of construction, sandwich layer, alkali-resistant glass fiber mesh, topping; The present invention also comprises anchor bar; Described major structure of construction is grade beam, floor beam or plate, concrete column or wall, described sandwich layer is for being the wall of building block with the macromolecule heat insulating material, described topping is cement mortar floated coat or pea gravel concrete surface layer, described anchor bar is positioned at topping, and solid with grade beam, floor beam or plate, concrete column or the joist anchor of major structure of construction; Described sandwich layer is fixed between the inside casing of grade beam, floor beam or plate and concrete column or wall, or also is fixed on the side of grade beam, floor beam or plate, post or wall; Surperficial matcoveredn at sandwich layer; alkali-resistant glass fiber mesh is embedded in the topping; or stick on the surface of sandwich layer; or alkali-resistant glass fiber mesh sticks on the surface of sandwich layer and is embedded in two-layer alkali-resistant glass fiber mesh is set in the topping; alkali-resistant glass fiber mesh and anchor bar overlap, and constitute the combined wall of alkaline-resisting glass fiber net plasterer.
Second kind of structure of composite component of the present invention is: the present invention includes major structure of construction, sandwich layer, alkali-resistant glass fiber mesh, topping; Described major structure of construction is that roof girder or plate, wall, described sandwich layer are the macromolecule heat insulating material, and described topping is cement mortar floated coat or pea gravel concrete surface layer; Sandwich layer is between last lower protective layer; lower protective layer is positioned on the roof girder of major structure of construction or plate, the wall; alkali-resistant glass fiber mesh is embedded in the topping; or stick on the surface of sandwich layer; or alkali-resistant glass fiber mesh sticks on the surface of sandwich layer and is embedded in two-layer alkali-resistant glass fiber mesh is set in the topping, constitutes the composite roof of alkaline-resisting glass fiber net plasterer.
The job practices that alkaline-resisting glass fiber net plasterer is installed in first kind of composite component of the present invention is: described job practices be in construction with the interfacial agents brushing on cement mortar floated coat or pea gravel concrete surface layer, alkali-resistant glass fiber mesh is sticked on cement mortar floated coat or the pea gravel concrete surface layer with interfacial agents, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concrete surface layer; Or in the surface of alkali-resistant glass fiber mesh brushing interfacial agents again, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concrete surface layer, alkali-resistant glass fiber mesh is embedded in cement mortar floated coat or the pea gravel concrete surface layer, bonds mutually between cement mortar floated coat of plastering for twice in front and back or the pea gravel concrete surface layer and with alkali-resistant glass fiber mesh.
The job practices that alkaline-resisting glass fiber net plasterer is installed in second kind of composite component of the present invention is: described job practices is with the surface of interfacial agents brushing at sandwich layer in construction, alkali-resistant glass fiber mesh is sticked on the surface of sandwich layer with interfacial agents, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concreten surface layer; Or in the surface of alkali-resistant glass fiber mesh brushing interfacial agents again, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concreten surface layer, alkali-resistant glass fiber mesh is sticked on the surface of sandwich layer, outside cement mortar floated coat or pea gravel concrete surface layer and sandwich layer, and bond mutually with alkali-resistant glass fiber mesh; Described sandwich layer is the macromolecule heat insulating material, or is masonry panel, beam, post.
Of the present invention have the composite component construction of alkaline-resisting glass fiber net plasterer very convenient, alleviates construction intensity greatly, and cost is cheap especially! For example use the cost of non-energy saving building 240mm brick wall (calculating)+interior exterior rendering just can build thermal transmittance 0.5w/m by 0.25 yuan/piece of Harbin City's common brick price
2.k energy-saving wall reduces about 50% (about 90～100 yuan/m of cost than the sticking EPS plate of 240mm brick wall
2), and reduce foundation cost significantly.
My the aforementioned patent of invention of mentioning in combined wall of the present invention and the background technology is compared, and it is simpler to construct, and reduces cost by a larger margin.The present invention can be widely used in the exterior enclosure wall of frame construction, frame structure and industrial construction bent structure; Can be widely used in 3 layers and following former masonry building, the outside combined wall that alkaline-resisting glass fiber net plasterer is arranged that adopts; The present invention can be widely used in non-former multi-story masonry building of providing fortification against earthquakes, and cancels outer load bearing wall, and forming inside is that masonry structure, outside are the exterior enclosure wall of frame construction; My two supporting uses of patent in combined wall of the present invention and the background technology, the outside is provided with reinforcing bar and metal net plaster, can be widely used in the highly higher exterior wall.Composite roof of the present invention can be widely used in oblique roofing, in the large span industrial construction roofing.The present invention is body of wall technology and the roofing technique that is applicable to each climatic province.The present invention is to building energy conservation, to wall reform, to building aseismicity, to new countryside construction, and is significant to the sustainable development of society.
Description of drawings
Fig. 1 is the combined wall and the basic vertical cross section that is connected that alkaline-resisting glass fiber net plasterer is arranged;
Fig. 2 is the vertical cross section that the flooring beam slab outside has the combined wall that alkaline-resisting glass fiber net plasterer is arranged of sandwich layer to be connected with the flooring beam slab;
Fig. 3 is the vertical cross section that the combined wall that alkaline-resisting glass fiber net plasterer is arranged of the no sandwich layer in the flooring beam slab outside is connected with the flooring beam slab;
Fig. 4 is the horizontal sectional drawing that has the combined wall of alkaline-resisting glass fiber net plasterer to be connected with post;
Fig. 5 is the horizontal sectional drawing that has the combined wall of alkaline-resisting glass fiber net plasterer to be connected with indoor masonry panel;
Fig. 6 has the combined wall corner of alkaline-resisting glass fiber net plasterer that the horizontal sectional drawing that reinforcing bar sockets is set;
Fig. 7 has the composite roof of alkaline-resisting glass fiber net plasterer to be installed in sectional drawing on the roof girder;
Fig. 8 is the embedded sectional drawing that is installed on the roof girder of composite roof that alkaline-resisting glass fiber net plasterer is arranged;
Fig. 9 has the composite roof of alkaline-resisting glass fiber net plasterer to be installed in sectional drawing on the combined wall of alkaline-resisting glass fiber net plasterer.
The specific embodiment
The specific embodiment one: referring to Fig. 1～Fig. 4, a kind of structure of the composite component of present embodiment is made up of major structure of construction 1, anchor bar 2, sandwich layer 3, alkali-resistant glass fiber mesh 4, topping 8; Described major structure of construction 1 is grade beam 1-1, floor beam or plate 1-2, concrete column or wall 1-3, described sandwich layer 3 is for being the wall of building block with the macromolecule heat insulating material, described topping 8 is cement mortar floated coat or pea gravel concrete surface layer, described anchor bar 2 is positioned at topping 8, and with grade beam 1-1, floor beam or plate 1-2, concrete column or the wall 1-3 anchoring of major structure of construction 1; Described sandwich layer 3 is fixed between the inside casing of grade beam 1-1, floor beam or plate 1-2 and concrete column or wall 1-3, or also is fixed on the side (referring to Fig. 2) of grade beam 1-1, floor beam or plate 1-2, post or wall 1-3; Surperficial matcoveredn 8 at sandwich layer 3; alkali-resistant glass fiber mesh 4 is embedded in the topping 8; or stick on the surface of sandwich layer 3; or alkali-resistant glass fiber mesh 4 sticks on the surface of sandwich layer 3 and is embedded in two-layer alkali-resistant glass fiber mesh 4 is set in the topping 8; alkali-resistant glass fiber mesh and anchor bar overlap, and constitute the combined wall of alkaline-resisting glass fiber net plasterer.There is the combined wall of alkaline-resisting glass fiber net plasterer to can be used for exterior wall, also can be used for indoor wall.Not only be anchored at anchor bar 2 on grade beam 1-1, floor beam or the plate 1-2 of major structure of construction 1, when also being anchored on post or the wall 1-3 simultaneously, there is the combined wall of alkaline-resisting glass fiber net plasterer can become the bidirectional stress wallboard, anchor bar 2 can be about Φ 4 reinforcing bars, spacing 100～120mm usually, and alkali-resistant glass fiber mesh 4 should satisfy the lap length requirement with anchor bar 2.
Should use cement polymer mortar bonding between sandwich layer 3 and the major structure of construction 1, the mutual seam crossing of sandwich layer 3 should the brushing interfacial agents, and the sandwich layer 3 of bulk is bondd mutually; Should the brushing interfacial agents on the surface of sandwich layer 3, the cement mortar of topping 8 is plastered or the pea gravel concrete surface layer is bonded in sandwich layer 3 surfaces.Interfacial agents should be 200810063815.9 by number of patent application, and publication number is CN101215857A, and denomination of invention is constructed for my patent of invention of " interfacial agents is used for resisting crack of composite wall, increases the job practices of veneer binding strength ".When sandwich layer building block joint surface not at ordinary times, can use cement polymer mortar to build by laying bricks or stones, but the heat bridge that increase to conduct heat also increases the bonding adhesive consumption.
Adopt the technology in my two body of wall patents of invention in the background technology at door and window hole, door and window mouth reinforcing steel bar is set is advisable, outdoor vertical reinforcement in edge, hole and indoor vertical reinforcing bar promptly are set, the inside and outside up and down horizontal reinforcement of window is set, outside vertical reinforcement is anchored in grade beam or the flooring with indoor vertical reinforcing bar, and horizontal reinforcement is by being connected with indoor vertical reinforcing bar with outdoor vertical reinforcement with the steel plate welding.When having reinforcing bar, the door and window mouth can increase L shaped reinforcing bar 17 at the door and window mouth, welding steel on L shaped reinforcing bar 17, and the connector that door and window, anti-theft fence will be installed with the self tapping self-drilling screw is connected with steel plate.
Be embedded into alkali-resistant glass fiber mesh in the composite component and can play humidification.In " alkali-resistant glass fibre screen cloth " JC/T841-2007 standard, the powerful value scope of alkali-resistant glass fibre net tension failure is 700N/50mm～2300N/50mm, and 16 grades are arranged, and the nominal mass area ratio is from 100～330g/m
2Not etc.Get its tension failure brute force 50% as the tensile strength design load, 100% safety stock is then arranged, wherein nominal mass area ratio is 231～250g/m
2The glass fiber net unit length on resistance to tension design load and mesh 25 * 25, the resistance to tension design load of gauze wire cloth on unit length of silk footpath Φ 1.6 is identical, the nominal mass area ratio is 100g/m
2The glass fiber net unit length on the resistance to tension design load be slightly larger than mesh 25 * 25, the gauze wire cloth of silk footpath Φ 1.0, promptly within the specific limits, the alternative reinforcing bar of alkali-resistant glass fiber mesh uses.The glass fiber alkali resistance of this standard is good, and has applied zirconia, titania coating at fiberglass surfacing, even use Portland cement, durable years also can reach 50～100 years (by the glass fiber net durable years difference of different quality specifications production).
When the combined wall construction of alkaline-resisting glass fiber net plasterer is arranged, should use the sandwich layer concrete block masonry of bulk, promptly high molecular sandwich layer self is exactly building block, and height 0.5m～1.0m is advisable, the thickness differing heights difference of sandwich layer, and length is principle with the seam that reduces sandwich layer as far as possible.Low, the good springiness of good endurance, price of EPS plate bonds easily with bonding adhesive, and is the most suitable as sandwich layer.Anchor bar 2 should install before building by laying bricks or stones, be bonded on the beam slab of grade beam or flooring with the sandwich layer building block of cement polymer mortar when building by laying bricks or stones bulk, centre at inside and outside anchor bar 2, find vertical, push down with weight (for example fragment of brick), after polymer mortar solidifies, carry out the 1st time cement mortar and plaster, the 1st time cement mortar plastered can paste the alkali-resistant glass fibre net the 1st time cement mortar surface of plastering after the initial set.After the 1st time cement mortar is fixed, with the cementing agent of interfacial agents as sandwich layer 3 building blocks, build the sandwich layer building block of top one deck again by laying bricks or stones, after the sandwich layer building block bonding of levels, carrying out the 1st time cement mortar of second layer sandwich layer blockwork again plasters, paste the alkali-resistant glass fibre net ..., until the body of wall height of needs.Therefore, in the process that the macromolecule blockwork is increased gradually, just had inside and outside the body of wall by design code to be provided with, be equivalent to the alkali-resistant glass fibre net of tensile reinforcement, to satisfy the ultimate limit states designing requirement and the stability in wall construction stage.This combined wall is exactly directly as building block with the macromolecule heat insulating material; inside and outside have cement mortar protective course and macromolecule blockwork to be bonded as integral body; cement mortar is plastered has the alkali-resistant glass fiber mesh that can play the reinforcing bar effect in the topping, and by being connected with major structure of construction with the anchor bar overlap joint.
The specific embodiment two: referring to Fig. 2, the difference of the present embodiment and the specific embodiment one is: present embodiment also increases the bloated nail 9 of plastics, and the bloated nail 9 of described plastics is anchored at the floor beam of major structure of construction 1 or the lateral surface of plate 1-2, post or wall 1-3.The plastics nail 9 that expands is installed in the outside that the 1st time cement mortar floated coat pasted alkali-resistant glass fiber mesh 4 is advisable.
Parapet can be identical with the structure of Fig. 2 or Fig. 3 windowsill place combined wall, and balcony fence can be identical with the structure of Fig. 2 windowsill place combined wall.The balcony concrete slab is thinner, even in the balcony slab bottom horizontal anchor bar and balcony slab anchoring are set, needs upwards bending, can not guarantee that rigid joint is formed at the bottom, so Fig. 2 is unsuitable for as balcony fence.
The specific embodiment three: referring to Fig. 5, the difference of the present embodiment and the specific embodiment one is: present embodiment also increases has indoor vertical steel muscle 6, body of wall to socket reinforcing bar 16; Described indoor vertical reinforcing bar 6 is anchored in grade beam 1-1, floor beam or the plate 1-2 of major structure of construction 1; indoor vertical reinforcing bar 6 is positioned at the both sides of the wall 1-3 termination of major structure of construction 1; and be positioned at external protection 8; body of wall sockets reinforcing bar 16 and is embedded in the wall 1-3 of interior architecture agent structure 1; and bend at wall 1-3 external end head; be connected with indoor vertical reinforcing bar 6, sandwich layer 3 sticks on the outer end of the wall 1-3 of major structure of construction 1.The indoor wall 1-3 of major structure of construction 1 is masonry panel termination when concrete column not being set, and it is more convenient to adopt present embodiment that indoor wall and the composite exterior wall that alkali-resistant glass fiber mesh is arranged are socketed construction.
The specific embodiment four: referring to Fig. 6, present embodiment with the difference of the specific embodiment one is: present embodiment increases outdoor vertical reinforcement 5, indoor vertical reinforcing bar 6, interior external angle reinforcing bar 18, corner connecting reinforcement 20; Interior external angle reinforcing bar 18 is positioned at the combined wall of alkali-resistant glass fiber mesh indoor and outdoor corner, and outdoor vertical reinforcement 5, indoor vertical reinforcing bar 6 are positioned at the both sides of external angle reinforcing bar 18; Corner connecting reinforcement 20 reaches corner reinforcing bar 18 inside and outside the combined wall and sockets fixing with indoor vertical reinforcing bar 6 with outdoor vertical reinforcement 5.Adopt present embodiment to help to increase the rigidity that the combined wall of alkali-resistant glass fiber mesh corner is arranged.
In exterior wall, there is the outside of the combined wall of alkali-resistant glass fiber mesh can adopt two patent of invention technology in person of mentioning in the background technology, the outside can be metal net plaster, wire lath and outdoor reinforcing bar binding, outdoor reinforcing bar and concrete hanging top supporting member 2 fixing (supporting is arranged, see before and state my two patent of invention files) or directly fix (do not have and support) with major structure of construction.When the outside is metal net plaster, still need to be provided with the outside alkali-resistant glass fiber mesh, this guarantees that the construction stage builds polymer sandwich layer blockwork stability needs by laying bricks or stones, but the outside can be only selected the alkali-resistant glass fiber mesh (promptly not considering the influence to internal force of load that window transmits) of less nominal mass for use by the inner forces calculation of construction stage.Though increased the expense that alkali-resistant glass fiber mesh is installed in the outside, can not install in the aforementioned patent document for the construction stage fixedly sandwich layer and make things convenient for the metal net plaster setting inside and outside socket steel wire 11 and supporting steel disc, more convenient construction, reduction cost.And along with agent structure increases, there is the combined wall of alkali-resistant glass fiber mesh just can increase in the construction, do not delay the construction period along with building by laying bricks or stones.With the aforementioned patent and the supporting use of patent of the present invention of background technology, safer in highly higher exterior wall.Outdoor when being metal net plaster, the external surface of outdoor alkaline-resisting glass fiber net plasterer should be no more than the pre-embedded steel slab on concrete hanging top supporting member 2 surfaces.
The specific embodiment five: the difference of the present embodiment and the specific embodiment one～four is: the sandwich layer 3 of present embodiment is substituted by masonry panel or post.Being embedded into alkali-resistant glass fiber mesh in the external protection has certain humidification to body of wall or post, and the shock resistance that increases body of wall or post is had certain effect, and it is very convenient to construct, and helps to prevent the crack.
The specific embodiment six: referring to Fig. 7, a kind of structure of present embodiment is made up of major structure of construction 1, sandwich layer 3, alkali-resistant glass fiber mesh 4, topping 8; Described major structure of construction 1 is that roof girder or plate 1-2, wall 1-3, described sandwich layer 3 are the macromolecule heat insulating material, and described topping 8 is cement mortar floated coat or pea gravel concrete surface layer; Sandwich layer 3 is between last lower protective layer 8; lower protective layer 8 is positioned on the roof girder or plate 1-2, wall 1-3 of major structure of construction 1; alkali-resistant glass fiber mesh 4 is embedded in the topping 8; or stick on the surface of sandwich layer 3; or alkali-resistant glass fiber mesh 4 sticks on the surface of sandwich layer 3 and is embedded in two-layer alkali-resistant glass fiber mesh 4 is set in the topping 8, constitutes the composite roof of alkaline-resisting glass fiber net plasterer.Have the composite roof of alkaline-resisting glass fiber net plasterer be positioned at the roof girder of major structure of construction 1 or plate 1-2, above the wall 1-3.
Present embodiment has formed the light thermal-insulating heat-insulated roof, and roofing can be cast-in-place or prefabricated.Need prop up template when cast-in-place; usually be embedded into alkali-resistant glass fiber mesh in cement mortar floated coat bottom template or the pea gravel concrete surface layer; cement mortar floated coat or pea gravel concrete surface layer solidify the sandwich layer that macromolecular material is installed in the back; because of the planeness of cement mortar floated coat or pea gravel concrete surface layer must have error, so need sandwich layer and following topping 8 to be pasted installations with polymer mortar.Identical with the combined wall that alkaline-resisting glass fiber net plasterer is arranged, the mutual seam crossing of sandwich layer 3 should the brushing interfacial agents, and the sandwich layer 3 of bulk is bondd mutually; Sandwich layer 3 is plastered with the cement mortar of top topping 8 or the pea gravel concrete surface layer should bond by interfacial agents.
The specific embodiment seven: referring to Fig. 8; the difference of the present embodiment and the specific embodiment six is; present embodiment increases the anchor bar 11 parallel with roof panel; anchor bar 11 is anchored in the roof girder or plate 1-2 of major structure of construction 1; anchor bar 11 is overhanging; and be positioned at the cement mortar floated coat or the pea gravel concrete surface layer of topping 8; sandwich layer 3 is installed in the roof girder of major structure of construction 1 or above the plate 1-2 and side; alkali-resistant glass fiber mesh 4 overlaps with anchor bar 11, and the embedded roof girder or the plate 1-2 that is installed in major structure of construction 1 of composite roof of alkaline-resisting glass fiber net plasterer arranged; on the wall 1-3.The anchor bar 2 that anchor bar 11 is equivalent to the combined wall of alkaline-resisting glass fiber net plasterer is connected with major structure of construction.
The thickness difference of the sandwich layer of the roof panel of present embodiment mode.
The specific embodiment eight: referring to Fig. 7, the difference of the present embodiment and the specific embodiment six is: present embodiment increases anchor bar 10, horizontal reinforcement 15; Described horizontal reinforcement 15 is elongated setting in roof girder or plate 1-2, the wall 1-3 along major structure of construction 1; and be positioned at the topping 8 that the composite roof of alkaline-resisting glass fiber net plasterer bottom is arranged; the upper end of anchor bar 10 is anchored in the topping 8 of composite roof of alkali-resistant glass fiber mesh; push down horizontal reinforcement 15; horizontal reinforcement 15 is pressed on the alkali-resistant glass fiber mesh 4; the lower end of anchor bar 10 is anchored at major structure of construction 1 in roof girder or plate 1-2, the wall 1-3, will have the combined wall of alkaline-resisting glass fiber net plasterer to be connected with the lightweight composite roof.The structure of present embodiment can make the part of cornicing of the outer cantilever of light roof have to resist and turn over ability.
The specific embodiment nine: referring to Fig. 9, the difference of the present embodiment and the specific embodiment six is: the roof girder of the major structure of construction 1 of present embodiment or plate 1-2, wall 1-3 are had the combined wall 1-4 of alkaline-resisting glass fiber net plasterer to substitute or part substitutes.Alkaline-resisting glass fiber net plasterer being arranged or the composite roof of metal net plaster is arranged is light roof, its rigidity with have the combined wall of alkaline-resisting glass fiber net plasterer approaching, have the combined wall of alkaline-resisting glass fiber net plasterer can bear the load of light roof.
The specific embodiment ten: present embodiment and the specific embodiment six and sevens' difference is: the alkali-resistant glass fiber mesh 4 of present embodiment is substituted by wire lath 4, and wire lath 4 is positioned at the cement mortar floated coat or the pea gravel concrete surface layer of topping 8.
Combined wall local compound lintel that is formed with alkaline-resisting glass fiber net plasterer above the door and window mouth that alkaline-resisting glass fiber net plasterer is arranged; the sandwich layer 3 of lintel should bond with the sandwich layer 3 of wall between windows; anchor bar 10 upper ends and light-duty composite roof 1-4 anchoring; the lower end is anchored in the topping 8 of combined wall, and door and window hole upper horizontal reinforcing bar is exactly the steel bar stress of lintel.There is the compound lintel of alkaline-resisting glass fiber net plasterer to be embedded into to be no less than 2 layers of alkali-resistant glass fiber mesh and is advisable, be used to satisfy sloping section shear strength requirement.Compound lintel also can be used as in jesting beam.
The specific embodiment 11: the job practices that alkaline-resisting glass fiber net plasterer is installed in a kind of composite component of present embodiment, described job practices be in construction with the interfacial agents brushing on cement mortar floated coat or pea gravel concrete surface layer, alkali-resistant glass fiber mesh is sticked on cement mortar floated coat or the pea gravel concrete surface layer with interfacial agents, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concrete surface layer; Or in the surface of alkali-resistant glass fiber mesh brushing interfacial agents again, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concrete surface layer, alkali-resistant glass fiber mesh is embedded in cement mortar floated coat or the pea gravel concrete surface layer, bonds mutually between cement mortar floated coat of plastering for twice in front and back or the pea gravel concrete surface layer and with alkali-resistant glass fiber mesh.
As alkali-resistant glass fiber mesh being embedded in position apart from cement mortar floated coat or pea gravel concrete surface layer external surface 5～10mm by the present invention, can effectively solve the common quality defect of present ubiquitous plaster cracking, easy construction, cheap, help to prolong the building durability.Indoor wire lath in my two patent of invention technology of mentioning in background technology can substitute with alkali-resistant glass fiber mesh by present embodiment, and it is better than wire lath that effect is split in its resistance of plastering.
The specific embodiment 12: the job practices that alkaline-resisting glass fiber net plasterer is installed in a kind of composite component of present embodiment, described job practices is with the surface of interfacial agents brushing at sandwich layer in construction, alkali-resistant glass fiber mesh is sticked on the surface of sandwich layer with interfacial agents, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concreten surface layer; Or in the surface of alkali-resistant glass fiber mesh brushing interfacial agents again, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concreten surface layer, alkali-resistant glass fiber mesh is sticked on the surface of sandwich layer, outside cement mortar floated coat or pea gravel concrete surface layer and sandwich layer, and bond mutually with alkali-resistant glass fiber mesh; Described sandwich layer is the macromolecule heat insulating material, or is masonry panel, beam, post.
The specific embodiment 11 is pasted alkali-resistant glass fiber mesh and is embedded in cement mortar floated coat or the pea gravel concrete surface layer, and the specific embodiment 12 sticks on alkali-resistant glass fiber mesh between sandwich layer and cement mortar floated coat or the pea gravel concrete surface layer.Can alkali-resistant glass fiber mesh be set one by the specific embodiment 11 construction generally speaking, twice alkali-resistant glass fiber mesh when being used for lintel (as) can be set in case of necessity,, or be provided with simultaneously by the specific embodiment 11 and 12 by the specific embodiment 12 constructions twice.Because conventional cement mortar is difficult to alkali-resistant glass fiber mesh be sticked on the surface of sandwich layer securely or be embedded in the cement mortar, has only with the interfacial agents that contains bonding adhesive and alkali-resistant glass fiber mesh could be installed securely.
Claims (7)
1, a kind of composite component structure, it comprises major structure of construction (1), sandwich layer (3), alkali-resistant glass fiber mesh (4), topping (8); It is characterized in that it also comprises anchor bar (2): described major structure of construction (1) is grade beam (1-1), floor beam or plate (1-2), concrete column or wall (1-3), described sandwich layer (3) is for being the wall of building block with the macromolecule heat insulating material, described topping (8) is cement mortar floated coat or pea gravel concrete surface layer, described anchor bar (2) is positioned at topping (8), and with grade beam (1-1), floor beam or plate (1-2), concrete column or wall (1-3) anchoring of major structure of construction (1); Described sandwich layer (3) is fixed between the inside casing of grade beam (1-1), floor beam or plate (1-2) and concrete column or wall (1-3), or also is fixed on the side of grade beam (1-1), floor beam or plate (1-2), post or wall (1-3); Surperficial matcoveredn (8) at sandwich layer (3); alkali-resistant glass fiber mesh (4) is embedded in the topping (8); or stick on the surface of sandwich layer (3); or alkali-resistant glass fiber mesh (4) sticks on the surface of sandwich layer (3) and is embedded in two-layer alkali-resistant glass fiber mesh (4) is set in the topping (8); alkali-resistant glass fiber mesh and anchor bar overlap, and constitute the combined wall of alkaline-resisting glass fiber net plasterer.
2, a kind of composite component structure, it comprises major structure of construction (1), sandwich layer (3), alkali-resistant glass fiber mesh (4), topping (8); Described major structure of construction (1) is that roof girder or plate (1-2), wall (1-3), described sandwich layer (3) are the macromolecule heat insulating material, and described topping (8) is cement mortar floated coat or pea gravel concrete surface layer; It is characterized in that sandwich layer (3) is positioned between the lower protective layer (8),
Lower protective layer (8) is positioned on the roof girder of major structure of construction (1) or plate (1-2), the wall (1-3); alkali-resistant glass fiber mesh (4) is embedded in the topping (8); or stick on the surface of sandwich layer (3); or alkali-resistant glass fiber mesh (4) sticks on the surface of sandwich layer (3) and is embedded in two-layer alkali-resistant glass fiber mesh (4) is set in the topping (8), constitutes the composite roof of alkaline-resisting glass fiber net plasterer.
3; a kind of composite component structure according to claim 2; it is characterized in that it also comprises the anchor bar parallel with roof panel (11); anchor bar (11) is anchored in the roof girder or plate (1-2) of major structure of construction (1); anchor bar (11) is overhanging; and be positioned at the cement mortar floated coat or the pea gravel concrete surface layer of topping (8); sandwich layer (3) is installed in the roof girder of major structure of construction (1) or above the plate (1-2) and side; alkali-resistant glass fiber mesh (4) overlaps with anchor bar (11), and the embedded roof girder or the plate (1-2) that is installed in major structure of construction (1) of composite roof of alkaline-resisting glass fiber net plasterer arranged; on the wall (1-3).
4, a kind of composite component structure according to claim 2 is characterized in that the roof girder of major structure of construction (1) or plate (1-2), wall (1-3) are had the combined wall (1-4) of alkaline-resisting glass fiber net plasterer to substitute or part substitutes.
5, according to claim 2 and the described a kind of composite component structure of claim 3, it is characterized in that alkali-resistant glass fiber mesh (4) is substituted by wire lath (4), wire lath (4) is positioned at the cement mortar floated coat or the pea gravel concrete surface layer of topping (8).
6, the job practices of alkaline-resisting glass fiber net plasterer is installed in a kind of composite component, it is characterized in that described job practices be in construction with the interfacial agents brushing on cement mortar floated coat or pea gravel concrete surface layer, alkali-resistant glass fiber mesh is sticked on cement mortar floated coat or the pea gravel concrete surface layer with interfacial agents, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concrete surface layer; Or in the surface of alkali-resistant glass fiber mesh brushing interfacial agents again, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concrete surface layer, alkali-resistant glass fiber mesh is embedded in cement mortar floated coat or the pea gravel concrete surface layer, bonds mutually between cement mortar floated coat of plastering for twice in front and back or the pea gravel concrete surface layer and with alkali-resistant glass fiber mesh.
7, the job practices of alkaline-resisting glass fiber net plasterer is installed in a kind of composite component, it is characterized in that described job practices is with the surface of interfacial agents brushing at sandwich layer in construction, alkali-resistant glass fiber mesh is sticked on the surface of sandwich layer with interfacial agents, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concreten surface layer; Or in the surface of alkali-resistant glass fiber mesh brushing interfacial agents again, and under the interfacial agents dampness, carry out the construction of cement mortar floated coat or pea gravel concreten surface layer, alkali-resistant glass fiber mesh is sticked on the surface of sandwich layer, outside cement mortar floated coat or pea gravel concrete surface layer and sandwich layer, and bond mutually with alkali-resistant glass fiber mesh 4; Described sandwich layer is the macromolecule heat insulating material, or is masonry panel, beam, post.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA200810209830XA CN101446109A (en) | 2008-12-30 | 2008-12-30 | Composite component with alkaline-resisting glass fiber net plasterer |
| CNA2009101410074A CN101570981A (en) | 2008-12-30 | 2009-05-10 | Composite component of alkaline-resisting mesh cloth plastering |
| CA2750884A CA2750884A1 (en) | 2008-12-30 | 2009-12-08 | Composite thermal insulation wall body of a building |
| PCT/CN2009/001390 WO2010081278A1 (en) | 2008-12-30 | 2009-12-08 | Construction composite heat preservation member |
| US13/140,018 US20110258964A1 (en) | 2008-12-30 | 2009-12-08 | Composite Thermal Insulation Wall Body of a Building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA200810209830XA CN101446109A (en) | 2008-12-30 | 2008-12-30 | Composite component with alkaline-resisting glass fiber net plasterer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101446109A true CN101446109A (en) | 2009-06-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA200810209830XA Pending CN101446109A (en) | 2008-12-30 | 2008-12-30 | Composite component with alkaline-resisting glass fiber net plasterer |
| CNA2009101410074A Pending CN101570981A (en) | 2008-12-30 | 2009-05-10 | Composite component of alkaline-resisting mesh cloth plastering |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2009101410074A Pending CN101570981A (en) | 2008-12-30 | 2009-05-10 | Composite component of alkaline-resisting mesh cloth plastering |
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| Country | Link |
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| CN (2) | CN101446109A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010081278A1 (en) * | 2008-12-30 | 2010-07-22 | 哈尔滨吴淑环建设工程技术研究有限公司 | Construction composite heat preservation member |
| WO2011116622A1 (en) * | 2010-03-22 | 2011-09-29 | 哈尔滨吴淑环建设工程技术研究有限公司 | Composite thermal insulation wall with mesh and plaster at both sides |
| CN103711230A (en) * | 2013-12-10 | 2014-04-09 | 谢英俊 | Wall body with skin effect |
| CN114575491A (en) * | 2022-03-01 | 2022-06-03 | 中建八局第三建设有限公司 | Composite construction method for special-shaped complex secondary structure |
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| CN110397223A (en) * | 2019-07-04 | 2019-11-01 | 浙江施朗龙山工程设计有限公司 | A kind of roof waterproof structure |
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2008
- 2008-12-30 CN CNA200810209830XA patent/CN101446109A/en active Pending
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2009
- 2009-05-10 CN CNA2009101410074A patent/CN101570981A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010081278A1 (en) * | 2008-12-30 | 2010-07-22 | 哈尔滨吴淑环建设工程技术研究有限公司 | Construction composite heat preservation member |
| WO2011116622A1 (en) * | 2010-03-22 | 2011-09-29 | 哈尔滨吴淑环建设工程技术研究有限公司 | Composite thermal insulation wall with mesh and plaster at both sides |
| CN103711230A (en) * | 2013-12-10 | 2014-04-09 | 谢英俊 | Wall body with skin effect |
| CN103711230B (en) * | 2013-12-10 | 2017-01-04 | 谢英俊 | There is the body of wall of shear-resistant membrane |
| CN114575491A (en) * | 2022-03-01 | 2022-06-03 | 中建八局第三建设有限公司 | Composite construction method for special-shaped complex secondary structure |
| CN114575491B (en) * | 2022-03-01 | 2023-10-31 | 中建八局第三建设有限公司 | Composite construction method for special-shaped complex secondary structure |
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|---|---|
| CN101570981A (en) | 2009-11-04 |
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