CN201416227Y - Self-insulation bridge-cutoff core foam concrete block - Google Patents

Self-insulation bridge-cutoff core foam concrete block Download PDF

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Publication number
CN201416227Y
CN201416227Y CN2009200143372U CN200920014337U CN201416227Y CN 201416227 Y CN201416227 Y CN 201416227Y CN 2009200143372 U CN2009200143372 U CN 2009200143372U CN 200920014337 U CN200920014337 U CN 200920014337U CN 201416227 Y CN201416227 Y CN 201416227Y
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shell
self
building block
bridge cut
edges
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Expired - Fee Related
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CN2009200143372U
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Chinese (zh)
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王才德
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Abstract

The utility model relates to exterior wall tiles for building engineering, in particular to a self-insulation bridge-cutoff core foam concrete block, which comprises a hollow cylindrical composite concrete outer casing with two bottomless pass-through ends and cement fly-ash foams filled inside a cylindrical cavity. The block is in the shape of a rectangle and includes length edges, width edges and height edges, an insulating plate is inlaid on the bottom surface of the length edges and width edges of the outer casing along the length edge direction, and another insulating plate is inlaid on the left lateral surface and/or the right lateral surface of the width edges and the height edges of the outer casing along the height edge direction. The self-insulation bridge-cutoff core foam concrete block can eliminate severe heat loss caused by block building grey cast penetrating through straight slits in the prior art, has fine heat insulation effect, is low in cost, long in service life and high in effect of saving energy, economizing and recycling, and is a perfect substitute of energy-saving heat-insulation materials.

Description

The building block of core foamed concrete self-heat conserving bridge cut-off
Technical field
The utility model relates to the construction work exterior wall tile, specifically the building block of core foamed concrete self-heat conserving bridge cut-off.
Background technology
The outer body of wall of existing building engineering, in in recent years, generally adopt the job practices of boiler ash sediment concrete hollow block and exterior wall polyphenyl plate heat preserving, exist many common faults, it mainly shows as: slag building-block phosphorus content height, aging fast, shrink big, intensity is low, frost resistance and impervious extreme difference, building block combine with the surface layer mortar insecure, outer surface layer can't be pasted, the hollowing crack phenomenon is serious, and wall body slit increases year by year, and it is too many that damp and mouldy phenomenon appears in indoor wall and door and window hole.Additionally descend in the fire coal, contained radioactive substance is had nothing in common with each other, behind per 100 tons of coal combustions in remaining more than 10 tons of slags, and the radioactive substance high concentration, portioned product can work the mischief to human body.Because the polyphenyl plate self of cinder brick wall body slit and insulating layer of external wall is shunk, paste not firm, surface layer glass fiber net intensity is low, light radiation weatherability difference and original type are built the ash mouth by laying bricks or stones and are run through vertical masonry joint and cause the heat multiple reason such as serious that runs off, make in the external wall outer insulation surface layer short time and occur: the crack is serious, seepage, reduce heat insulation effect, come off year by year, bottom and door and window hole external thermal insulation are easily broken, come off and hurt sb.'s feelings, inflammable poisonous, construction is complicated, the cost height, maintenance, the high a lot of disadvantages of replacement cost
Industry personage is consistent with the expert to be thought: the outer body of wall of slag hollow brick and original block shape is verified in practice has many drawbacks, especially externally the petrochemical industry class heat insulating material of body of wall employing carries out complex heat-preservation (polyphenyl plate heat preserving), short, maintenance in several years in its application life, more than ten years need be removed replacing, cause the waste of substantial contribution and resource and the left serious future trouble of discharging of poisonous rubbish repeatedly.Suffer from not having ideal substitute.
The utility model content
For thoroughly addressing the above problem, the purpose of this utility model is to provide a kind of bridge cut-off, insulation, intensity height, new concrete self-heat conserving bridge cut-off building block that effect is good, is existing outer body of wall and the desirable substitute of heat-preserving wall.
For achieving the above object, the technical solution adopted in the utility model is:
The building block of core foamed concrete self-heat conserving bridge cut-off comprises the hollow tube-shape composite concrete shell at the penetrating no end of upper/lower terminal and the cement fly ash foaming body of the interior filling of tubular cavity, and described building block is a rectangular shape, is divided into length three limits;
Be inlaid with the insulation plate on long limit of shell and the residing bottom surface of broadside along long side direction, be inlaid with the insulation plate at shell broadside and the high edge direction of residing left surface of flash and/or right flank upper edge.
Described insulation plate is the strip polyphenyl plate, and the strip polyphenyl plate is tiled on the shell, and a part is embedded in the shell, and remaining another part protrudes in the surface of shell; Strip polyphenyl plate width is 40-80mm; Described strip polyphenyl plate is inlayed in the enclosure part, is respectively equipped with the draw-in groove of indent corresponding to two end faces of shell broadside, the corresponding shell that contacts with it is provided with the fin of symmetry, strip polyphenyl plate and shell are affixed with the tongue and groove form, form the bridge cut-off layer, foaming body is firm is attaching the composite concrete shell; Described draw-in groove and fin are triangle or U-shaped.
The cement fly ash foaming body intermediate lateral of filling in the described tubular cavity and/or be vertically arranged with from top to bottom conduct at interval with supporting layer or the reinforcing rib identical material of shell.
The utlity model has following advantage:
1. intensity height.The ultra-thin shell body of the utility model core foamed concrete self-heat conserving bridge cut-off building block 2cm is to adopt c25 grade high-strength, high-density concrete to make, and endoporus is that cement and flyash are made through physical blowing, and density is 200kg/m 3, the ultralight foamed heat insulating concrete heat-insulating of high-tech content; Have that appearance is hard, load-bearing, life-span a century, the kernel insulation do not have aging wait other materials for walls incomparable multinomial a bit.Be great innovation and the breakthrough that production technology combines with materials for wall quality, performance, it and the used concrete of major project structure are identical material, guarantee fabric structure and body of wall under field conditions (factors), the synchronism that harmomegathus changes in the humiture difference, and be surface-veneer engineered basis and the quality assurance that high-quality is provided.
2. bridge cut-off, high insulating effect, cost are low.The building block of self-heat conserving bridge cut-off, wide about 40-80mm left and right sides polyphenyl plate is inlayed in two ends, the left and right sides and bottom surface, it exceeds that housing has been blocked about building block both sides outer walls and the masonry panel mortar in building by laying bricks or stones, the heat bridge of vertical ash mouthful, fundamentally solved original type in building by laying bricks or stones about, vertical ash mouth causes thermal loss up to about 25% situation.On the basis of existing energy-conserving product, improve about 20%, guarantee the quality of self and make the body of wall attenuation, increased usable floor area, reduced product and construction costs.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
The A-A sectional view of Fig. 2 Fig. 1.
The specific embodiment
Embodiment 1
The building block of core foamed concrete self-heat conserving bridge cut-off is the superthin concrete shell penetrating no end, cavity tubular about in the of 1 shown in Fig. 1-2, filling-foam concrete heat-insulating slurry forms cement fly ash foaming body 2 formations in hollow, and pulverized fuel ash cement foam internal layer is the cellular structure that has hole.
Described building block is a rectangular shape, be divided into length three limits, be inlaid with insulation plate 3 on shell 1 long limit and the residing bottom surface of broadside along long side direction, be inlaid with insulation plate 3 at shell 1 broadside and the high edge direction of residing left surface of flash and right flank upper edge; The strip polyphenyl plate that described insulation plate is wide 40-80mm, strip polyphenyl plate are tiled on the shell 1, and a part is embedded in the shell 1, and remaining another part protrudes in the surface of shell 1;
Described strip polyphenyl plate is embedded in part in the shell 1, is respectively equipped with the draw-in groove of triangle indent corresponding to two end faces of shell 1 broadside, the corresponding shell 1 that contacts with it is provided with symmetrical triangular shape fin, strip polyphenyl plate and shell 1 are affixed with the tongue and groove form, form the bridge cut-off layer, foaming body is firm is attaching the composite concrete shell; During use, can effectively block the loss of heat.
Be to increase the intensity of building block, cement fly ash foaming body 2 intermediate lateral of in described tubular cavity, filling and be vertically arranged with from top to bottom conduct the interval with composite concrete supporting layer or the reinforcing rib identical material of shell.
During production, at first composite concrete is put into mould, appearance adopts the mechanical presses moulding to make vertically hollow fragment of brick composite concrete skin 1, pressure more than 12~15 MPas, the stone concrete shell; Housing two ends and bottom polyphenyl plate are combined as a whole with housing is disposable aborning; Adopt flyash, cement to make slurry then through physical blowing, again slurry is cast in the shell, after the steam-cured curing, obtain having the pulverized fuel ash cement foam internal layer 2 of the empty cellular structure of miniature sealing, pulverized fuel ash cement foam internal layer 2 and outer 1 strong bonded of composite concrete, thus polyphenyl plate bridge cut-off layer is embedded in the building block of formation core foamed concrete self-heat conserving bridge cut-off with the composite concrete skin closely by draw-in groove.
(1) composite concrete shell material weight is formed adoptable scope and is: Portland cement 20%, sand 20%, rubble 60%, and the water of above-mentioned three kinds of raw material gross weights 5%;
At first the raw material of composite concrete shell is stirred and put into mould, appearance adopts the mechanical presses moulding to make vertically hollow fragment of brick composite concrete shell 1;
(2) cement fly ash foaming body 2 raw material weights are formed adoptable scope and are: Portland cement 40%, flyash 40%, blowing agent 20%; When being mixed with the foaming slurry of cement fly ash foaming body 2, the weight content of water is 80% in the foaming slurry body;
Blowing agent weight is formed: 3% rosin, 2.4% vegetable oil and/or animal oil, 2.4% caustic soda, 2.6% gelatine or hide glue, 2.2% waterproof agent, 2.4% foam stabilizer, 1.9% milky white adhesive, 0.1% water-soluble resin (as phenolic resins), 3% wastes of crops (as: straw, maize straw);
Owing to adopt above-mentioned blowing agent to solve the problem that insulation blocks produces expansion, ftractures and subsides because of perfusion foamed heat insulating slurry concrete in the core after can moulding, make product one-shot forming aborning.
After the raw material of blowing agent mixed, to the water that wherein adds 10 times of blowing agent weight, with 80 ℃ stir into solution; Press 80% of cement fly ash foaming body 2 final total weight and be aqua, Portland cement 40%, flyash 40% and blowing agent are stirred in the cement, flyash slurry with the remaining water in back, under the high-speed shearing machine condition of stirring, foaming agent solution is poured into the foaming slurry of formation cement fly ash foaming body 2 in the cement, flyash slurry.
But the utility model core foamed concrete self-heat conserving bridge cut-off building block winter protection, fire prevention, antiseepage, insulation, load-bearing, it is the last reform of walling unit structure, original building block can not be satisfied existing people's habitat condition and satisfy the existing energy conservation standard requirement of country, main common fault: intensity is low, 5MPa is following, water absorption rate is big, frost resistance is poor, seepage, exterior wall decortication, shrinkage crack, be not incubated, and need do exterior-wall heat insulation; The body of wall horizontal mortar joint, owing to hollow reason, contact area is little and saturating cold, infiltration, antidetonation, decortication etc.; Bring difficulty and very high disadvantages such as maintenance cost to property management.
The characteristics of the utility model core foamed concrete self-heat conserving bridge cut-off building block are: intensity height, 15MPa be above, improve the antidetonation rank, bridge cut-off (blocking-up body of wall level, vertical mortar joint), antifreeze, impervious, winter protection, insulation (need not to do any insulation handles), ageing-resistant, permanent performance, easy construction, thoroughly changes the common fault of original standard brick and other building-block.And solve problem energy-conservation, insulation simultaneously, be the unrivaled new product of original materials for wall.
In a word, the utility model changes the block structure characteristics and solves the common fault of traditional building block, utilizes powder Coal ash and bridge cut-off layer solve wall thermal insulating, save the energy, price is far below the expense of external wall outer insulation; Increase exterior wall service life, fast, the plurality of advantages such as expense is low of beautifying the environment, construct.

Claims (6)

1. core foamed concrete self-heat conserving bridge cut-off building block, the hollow tube-shape composite concrete shell (1) and the interior cement fly ash foaming body (2) of filling of tubular cavity that comprise the penetrating no end of upper/lower terminal, it is characterized in that: described building block is a rectangular shape, is divided into length three limits;
Be inlaid with insulation plate (3) on long limit of shell (1) and the residing bottom surface of broadside along long side direction, be inlaid with insulation plate (3) at shell (1) broadside and the high edge direction of residing left surface of flash and/or right flank upper edge.
2. according to the building block of the described core foamed concrete of claim 1 self-heat conserving bridge cut-off, it is characterized in that: described insulation plate is the strip polyphenyl plate, the strip polyphenyl plate is tiled on the shell (1), and a part is embedded in the shell (1), and remaining another part protrudes in the surface of shell (1).
3. according to the building block of the described core foamed concrete of claim 2 self-heat conserving bridge cut-off, it is characterized in that: described strip polyphenyl plate width is 40-80mm.
4. according to the building block of the described core foamed concrete of claim 2 self-heat conserving bridge cut-off, it is characterized in that: described strip polyphenyl plate is embedded in the interior part of shell (1), is respectively equipped with the draw-in groove of indent corresponding to two end faces of shell (1) broadside, the corresponding shell (1) that contacts with it is provided with the fin of symmetry, strip polyphenyl plate and shell (1) are affixed with the tongue and groove form, form the bridge cut-off layer, foaming body is firm is attaching the composite concrete shell.
5. according to the building block of the described core foamed concrete of claim 4 self-heat conserving bridge cut-off, it is characterized in that: described draw-in groove and fin are triangle or U-shaped.
6. according to the building block of the described core foamed concrete of claim 4 self-heat conserving bridge cut-off, it is characterized in that: cement fly ash foaming body (2) intermediate lateral of filling in the described tubular cavity and/or be vertically arranged with from top to bottom conduct at interval with supporting layer or the reinforcing rib identical material of shell.
CN2009200143372U 2009-06-03 2009-06-03 Self-insulation bridge-cutoff core foam concrete block Expired - Fee Related CN201416227Y (en)

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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103306422A (en) * 2013-06-21 2013-09-18 浙江方远建材科技有限公司 Composite self-insulation building block with foam concrete filled in inner core and preparation method of composite self-insulation building block
CN111188453A (en) * 2020-02-25 2020-05-22 陈龙 Preparation method of building block

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103306422A (en) * 2013-06-21 2013-09-18 浙江方远建材科技有限公司 Composite self-insulation building block with foam concrete filled in inner core and preparation method of composite self-insulation building block
CN103306422B (en) * 2013-06-21 2015-09-30 浙江方远建材科技有限公司 Composite thermal self-insulation building block of a kind of inner core cast foam concrete and preparation method thereof
CN111188453A (en) * 2020-02-25 2020-05-22 陈龙 Preparation method of building block

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Granted publication date: 20100303

Termination date: 20110603