CN2911049Y - In-situ light-weight composite wall - Google Patents
In-situ light-weight composite wall Download PDFInfo
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- CN2911049Y CN2911049Y CN 200620091616 CN200620091616U CN2911049Y CN 2911049 Y CN2911049 Y CN 2911049Y CN 200620091616 CN200620091616 CN 200620091616 CN 200620091616 U CN200620091616 U CN 200620091616U CN 2911049 Y CN2911049 Y CN 2911049Y
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Abstract
For the purpose of solving the problems of the existing wall which has a complex construction procedure, low construction efficiency, and poor soundproof and heat insulation effect, the provided on-site casting lightweight composite wall is to position the wall panels on the wall surfaces on both sides of the wall. The light concrete is filled in the space shaped by the wall panel, ground, end surfaces and top surfaces of the left and right ends of the wall. The filled light concrete and the wall panel, the ground, the end surfaces and top surfaces of the left and right ends of the wall therearound are combined as an integral body by gelation. The light concrete and the wall panels on both sides form the wall. The wall panel is used as the template during the on-site pouring of the light concrete and as the wall surface when forming the wall. The wall panel which can effectively protect the light plastid , has a good wall strength, and ensures that the wall possesses a fine soundproof and heat insulation effect, is a new type of energy saving wall.
Description
Technical field: the present invention relates to a kind of building masonry wall, the composite light structure wall of a kind of cast of more specifically saying so.
Background technology:
Existing body of wall all is built into one one of brick, and a layer metope also will be smeared again in the two sides.Traditional like this wall body structure and job practices, construction sequence complexity, duration are long, efficiency of construction is lower, and the constructional materials of use is many, and the unit effect of sound-insulating and heat-insulating is lower.Promptly use the light weight concrete constructions such as foam concrete that rise now, equally make body of wall according to making concrete structure, as with the integrated poured mould that then needs first supporting steel form as body of wall, moulding by casting body of wall main body surface when removing steel form is easy to damage, also to plaster again after removing steel form, form one deck metope in the cob wall phosphor bodies both sides of light weight concrete constructions such as foam coagulation.The job practices of body of wall be that construction sequence complexity, efficiency of construction are lower equally, and construction cost is than higher like this.
Summary of the invention:
The present invention is exactly that the construction sequence complexity, the efficiency of construction that exist in the method and technology of existing wall body structure of solution and making body of wall are lower, and the poor problem of body of wall sound-insulating and heat-insulating effect that forms, and a kind of cast-in-place light compound wall is provided.
In order to address the above problem, cast-in-place light compound wall of the present invention is the body of wall main body that is made of light weight concrete construction, it is characterized in that: body of wall main body two metopes that light weight concrete construction constitutes are that light weight concrete construction solidifies the prefabricated shingle nail of all-in-one-piece.Prefabricated shingle nail is installed in the position of the body of wall both sides metope of wanting moulding; On shingle nail ground, the space light filling concrete that forms of the end face at end face and two ends, the body of wall left and right sides, perhaps the space light filling concrete that forms of the end face at shingle nail, ground and two ends, the body of wall left and right sides; The end face gelling at the light weight concrete construction of filling and shingle nail, ground, end face and two ends, the body of wall left and right sides around it is integral, and the light weight concrete construction of filling and the shingle nail of its two sides together constitute body of wall, and the shingle nail of two sides is the metope of body of wall.During prefabricated like this shingle nail cast on-site light weight concrete construction; just as template; and behind the formation body of wall as the ingredient metope of body of wall; and be frozen into one with light weight concrete construction in the body of wall; both formation are one closely, and prefabricated shingle nail has effectively been protected inner light weight concrete construction, has good strength of wall body; the light weight concrete construction of densely covered foam cavity has guaranteed that again body of wall has good sound-insulating and heat-insulating effect, is a kind of novel energy-saving wall.Can take the monoblock shingle nail, shingle nail is similar or identical with the body of wall face of wanting moulding.To construct in order being more convenient for and the shingle nail of large tracts of land metope is installed, to be convenient to carry construction material, reduce breakage rate, prefabricated shingle nail is preferably the shingle nail of mutual butt joint.For the convenience of shingle nail and construction efficiently, shingle nail can adopt flat mouthful of butt joint, also can adopt than the breach that is easier to splice or groove or tenon.For the light weight concrete construction that compares thickness, leave the breach slit or the groove of nature grout sealing between the shingle nail of assembly unit.The shingle nail of butt joint is assembled into concrete metope at the scene as required, casting solidification becomes light weight concrete construction body of wall main body between shingle nail, the light weight concrete construction of cast has also been filled breach or slit or the groove between the dry wall panel that docks, sealed breach or slit or groove between the shingle nail of assembly unit, made whole body of wall and metope form tight one.For relatively dilution, mobile strong light weight concrete construction, as in-situ foamed concrete, between the shingle nail of butt joint mutual splicing breach or groove or tenon are arranged mutually, be preferably mutual butt joint tongue and groove syndeton between the dry wall panel of butt joint, perhaps between the dry wall panel of butt joint, fill clay in the assembly unit process, to increase the reliability and the sealing of butt joint, improve bonding strength.Cast-in-place light compound wall of the present invention like this, its metope are the shingle nail that docks mutually, and there is flat mouthful or breach or groove or tenon of mutual splicing on the limit around the shingle nail.The flat mouth of each piece metope edges of boards or breach or groove or tenon can be mutual closed butt joints, also can be leaving certain gaps uncovered by the economic plan or slit or groove between the shingle nail that docks mutually, breach that leaves or slit or groove are stained with clay or are stained with light weight concrete construction with body of wall main body casting solidification, and the outside can also become neat seam by ditch.The metope of the combination panel of leaving certain gaps uncovered by the economic plan or slit or groove, breach between the shingle nail of butt joint or slit or groove are stained with clay earlier and recharge light weight concrete construction mutually, perhaps the light weight concrete construction of cast wall main body simultaneously light weight concrete construction also filled breach or slit or groove between the shingle nail, and solidify with the light weight concrete construction of body of wall main body.Have the supporting mass of imbedding light weight concrete construction between the shingle nail of both sides butt joint, effectively keep the location spacing of both walls panel, guarantee the quality of body of wall.For the slit between the shingle nail that guarantees mutually butt joint and the filling light weight concrete construction with body of wall main body casting solidification, the supporting mass two ends have the convex body that inserts slit between the butt joint shingle nail.Shingle nail has cast light weight concrete construction and by the sprue gate of light weight concrete construction shutoff.The face that prefabricated shingle nail combines with light weight concrete construction is pitted skin or male and fomale(M﹠F) or the face that has groove, and the body of wall main body of being convenient to shingle nail and light weight concrete construction condenses into one securely.It is same for shingle nail is combined with the light weight concrete construction of body of wall main body, and guarantee to expand with heat and contract with cold to reach unanimity, guarantee that not breaking away from prefabricated shingle nail all the year round is preferably concrete shingle nail, and prefabricated shingle nail is the fibrous concrete shingle nail that accompanies grid in the concrete or be intervally distributed with fiber.Need leave the breach of door and window or passage for cast-in-place light compound wall, the end face (section) of the corresponding door and window or the indentation, there of passage is a shutoff plate face, can adopt and shingle nail forms the similar rectangular panel shutoff of metope each end face of indentation, there.Shingle nail for the polylith splicing can adopt various support fixation modes to fix, and for the ease of the operation construction, preferably adopts support to carry out support fixation, so that the combination panel steadily is installed.When pouring into a mould the preceding paragraph light weight concrete construction in whole body of wall cast light weight concrete construction or step pouring, be preferably in and have plug hole above the shingle nail, plug hole can also be communicated with transfer pipeline, and light weight concrete construction is filled into space between the shingle nail.Particularly at the mobile more intense light weight concrete construction of cast, the shingle nail top of the shingle nail of monoblock or assembly unit has the sprue gate, and preferably the sprue gate also has the gate spool of connection.Pour shutoff sprue gate or gate spool behind the light weight concrete construction, after the light weight concrete construction of body of wall main body solidifies, can remove or cut off gate spool.For the light weight concrete construction of foam-in-place, can also leave a space that shingle nail is not installed in body of wall topmost one side, after pouring the foam-in-place light weight concrete construction, use this space of shingle nail shutoff again by this space.The meeting rising was filled into the position of the shingle nail of last shutoff space after the light weight concrete construction foaming of foam-in-place increased, and was integral with the shingle nail of shutoff space and the shingle nail and the end face gelling on opposite.
The present invention compared with the prior art, it is as follows to have advantage: the characteristics that the construction of body of wall is simple, efficient is high, cost is low, the body of wall soundproof effect of constructing is good, heat insulation, the advantage of good heat insulating.
Description of drawings:
Fig. 1 is the metope schematic diagram of cast-in-place combined wall;
Fig. 2 is the perspective view of cast-in-place combined wall;
Fig. 3 is the splicing structure schematic diagram of part dry wall panel in the cast-in-place combined wall;
Fig. 4 is the erection method schematic diagram that constitutes the dry wall panel of cast-in-site combined wall;
Fig. 5 is that the assembly unit unit is the dry wall panel schematic diagram of tenon structure among Fig. 4;
Fig. 6 is that the assembly unit unit is the dry wall panel schematic diagram of blind mortise structure among Fig. 4;
Fig. 7 is the support schematic diagram of building in the cast-in-place light compound wall construction;
Fig. 8 is the schematic diagram by the two dry wall panels of support assembly unit among Fig. 7;
Fig. 9 is the schematic diagram by the four dry wall panels of support assembly unit among Fig. 7;
Figure 10 is the perspective view of the cast-in-place combined wall of the mutual vertical distribution in two sides;
Figure 11 is the structural representation of a kind of embodiment of supporting member;
Figure 12 is the structural representation of the another kind of embodiment of supporting member;
Figure 13 is the user mode figure of supporting member in assembly unit dry wall panel process;
Figure 14 is the assembly unit schematic diagram of local metope in the assembly unit dry wall panel process;
Figure 15 has the dry wall panel schematic diagram on breach limit up and down.
Specific embodiment:
Embodiment one, a kind of cast-in-site combined wall are to utilize fibrous concrete to make the dry wall panel; In the building of molding framework structure, construct one long 4 meters, high 2.5 meters, thick 0.2 meter body of wall (referring to Fig. 1,2) between one deck ground and the ceiling.In body of wall one side that will construct 4 meters of one block lengths, high 2.4 meters, thick 0.01 meter dry wall panel are installed, between this side wall panel upper end and ceiling, are being left 0.1 meter wide rectangular cast breach; Opposite side is installed 4 meters of block lengths, high 2.5 meters, thick 0.01 meter dry wall panel, and the spacing between the both sides dry wall panel outside is 0.2 meter.The dry wall panel is adhesively fixed with clay with the column side (or other metopes 5 that link to each other) at ground 3, ceiling 2, two ends, the left and right sides.Cast light weight concrete construction 8 in the space of both sides dry wall panel sealing, light weight concrete construction pours into from rectangular cast breach.After pouring light weight concrete construction, rectangular cast breach seals floating with fast dry concrete or with 0.1 a meter wide rectangular shingle nail shutoff.After light weight concrete construction solidifies, long 4 meters, high 2.5 meters, thick 0.2 meter of the cast-in-place light compound wall that constitutes, be the body of wall main body that has been made of 180 millimeters thick light weight concrete construction, body of wall main body two metopes that light weight concrete construction constitutes are light weight concrete construction gelling all-in-one-piece dry wall panel.
Embodiment two, a kind of cast-in-site combined wall are to utilize long 2 meters of wire lath and concrete for making, high 1.5 meters, thick 0.008 meter shingle nail; Between the courtyard layer ground of moulding and two columns, construct one long 2 meters, high 1.5 meters, thick 0.16 meter body of wall.2 meters of one block lengths, high 1.5 meters, thick 0.008 meter dry wall panel are installed respectively in the body of wall both sides that will construct, and the spacing between the both sides dry wall panel outside is 0.16 meter.The column side at shingle nail and ground, two ends, the left and right sides is adhesively fixed with clay.Pour into a mould light weight concrete construction in the space of both sides dry wall panel sealing, light weight concrete construction is from the rectangular uncovered cast between the both walls panel upper end.After pouring light weight concrete construction, top light weight concrete construction is floating, or the fast dry concrete of rectangular uncovered usefulness is sealed floating, or places 2 meters of block lengths, wide 0.16 meter, thick 0.008 meter shingle nail or other shutoff plate shutoff above uncovered rectangular.After light weight concrete construction solidifies, long 2 meters, high 1.5 meters, thick 0.16 meter of the cast-in-place light compound wall that constitutes, be the body of wall main body of 144 millimeters thick that are made of light weight concrete construction, body of wall main body two metopes that light weight concrete construction constitutes are 0.008 meter thick shingle nail of light weight concrete construction gelling all-in-one-piece.
Embodiment three, a kind of cast-in-site combined wall are seen Fig. 1,2, are to utilize fibrous concrete to make 1 meter * 1 meter * 0.005 meter shingle nail, 1 meter * 2 meters * 0.005 meter shingle nail of 1 meter * 1.5 meters * 0.005 meter shingle nail; In the building of molding framework structure, construct one long 6 meters, high 4 meters, thick 0.8 meter body of wall between one deck ground 3 and the ceiling 2.Take in the body of wall both sides that will construct and to build support, see Fig. 7.Support has comprised the location and the pillar 6 of supporting role, and pillar the inboard square steel 9 and the interim clamp 10 that are horizontally arranged at interval; Spacing between the square steel inner face of both sides is 0.8 meter.5 millimeters thick shingle nails with three kinds of specifications rely on the support shingle nail 1 of assembly unit structure city wall body both sides metope successively by ground to ceiling, see Fig. 8,9, and in assembly unit dry wall panel successively in the space of both sides dry wall panel sealing layer-by-layer casting light weight concrete construction 8; After body of wall is finished, striking.The cast-in-place light compound wall that constitutes, it is the body of wall main body that has constituted 790 millimeters thick by light weight concrete construction, body of wall main body two metopes that light weight concrete construction constitutes are light weight concrete construction gelling all-in-one-piece combination panel, and metope is to be spliced by 14 prefabricated shingle nails.
Embodiment four, a kind of cast-in-site combined wall: utilize fibrous concrete to make 1 meter * 1 meter * 0.005 meter shingle nail, the shingle nail surrounding has the splicing tongue and groove, sees Fig. 4,5,6; In the building of molding framework structure, construct one long 5 meters, high 2 meters, thick 0.2 meter body of wall between one deck ground and the ceiling, take in the body of wall both sides that will construct and build support; Support has comprised location and two pillars of supporting role, and the square steel that is arranged above and below and is connected with the pillar inboard; Square steel is between the upper and lower every 1 meter setting.Spacing between the square steel both sides square steel inner face that is provided with is 0.2 meter.Rely on the support successively shingle nail of assembly unit structure city wall body both sides metope by ground to ceiling with 5 prefabricated millimeters thick shingle nails.Shingle nail with ground, two ends column face is relative that the position is bonded with clay.When the last layer shingle nail of assembly unit, wherein shingle nail upper end has 0.2 meter * 0.2 meter sprue gate.Behind the intact shingle nail of assembly unit successively, contain the light weight concrete construction of expanded perlite to the cast earlier of the space of both walls panel sealing from the sprue gate, last layer is poured into a mould high 0.7 meter in-situ foamed concrete; Pour shutoff sprue gate behind the foamed concrete; Light weight concrete construction foamed set back wall is finished striking.The cast-in-place light compound wall that constitutes is the body of wall main body that has been made of 190 millimeters thick light weight concrete construction, and body of wall main body two metopes that light weight concrete construction constitutes are light weight concrete construction gelling all-in-one-piece combination panel.
Embodiment five, a kind of cast-in-site combined wall: utilize fibrous concrete to make 1 meter * 1 meter * 0.005 meter shingle nail, lower sideband jagged (seeing Figure 15) on the shingle nail; In the building of molding framework structure, construct one long 5 meters, high 2 meters, thick 0.2 meter body of wall between one deck ground and the ceiling, take in the body of wall both sides that will construct and build support; Support has comprised location and two pillars of supporting role, and the square steel that is arranged above and below and is connected with the pillar inboard; Square steel is between the upper and lower every 1 meter setting.Spacing between the square steel both sides square steel inner face that is provided with is 0.2 meter.Rely on the support successively shingle nail of assembly unit structure city wall body both sides metope by ground to ceiling with 5 prefabricated millimeters thick shingle nails.Utilize breach to form groove up and down between the shingle nail.When the last layer shingle nail of assembly unit, wherein shingle nail upper end has 0.2 meter * 0.2 meter sprue gate.Shingle nail with ground, ceiling, two ends column face is relative that the position is bonded with clay.Behind the intact shingle nail of assembly unit successively, pour into a mould light weight concrete construction from the sprue gate to the space of both walls panel sealing; Pour shutoff sprue gate behind the light weight concrete construction; The light weight concrete construction of cast has also been filled the groove between the shingle nail up and down.Light weight concrete construction solidifies back wall finishes striking.The cast-in-place light compound wall that constitutes, it is the body of wall main body that has constituted 190 millimeters thick by light weight concrete construction, the body of wall main body with up and down between the shingle nail shingle nail of light weight concrete construction in the groove and splicing solidify and be connected, body of wall main body two metopes that light weight concrete construction constitutes are ten combination panels of light weight concrete construction gelling all-in-one-piece.If at cast-in-place light compound wall, need be provided with under the situation of door or window, be that door or window are reserved breach when assembly unit dry wall panel, reserving the plug at end part closure plate 7 that breach constitutes the dry wall panel of body of wall on every side, thereby constitute the required enclosure space of cast light weight concrete construction, see Fig. 3.
Embodiment six, a kind of cast-in-site combined wall: utilize concrete and grid cloth to make 0.998 meter * 0.998 meter * 0.005 meter shingle nail, be straight cut (seeing Figure 14) around the shingle nail; In the building of molding framework structure, construct one long 5 meters, high 3 meters, thick 0.2 meter body of wall between one deck ground and the ceiling, take in the body of wall both sides that will construct and build support; Support has comprised location and three pillars of supporting role, and the square steel that is arranged above and below and is connected with the pillar inboard; Square steel is between the upper and lower every 0.5 meter setting, next root and go up a square steel most respectively apart from 0.25 meter of ground and ceiling.Spacing between the square steel both sides square steel inner face that is provided with is 0.2 meter.Rely on the support successively shingle nail of assembly unit structure city wall body both sides metope by ground to ceiling with 5 prefabricated millimeters thick shingle nails.Shingle nail leaves 2 mm clearance up and down, utilize the particle that accompanies 2 millimeters to keep the slit between the shingle nail, also can utilize to be arranged on supporting mass 21 two ends convex bodys 22 maintenance slits (seeing Figure 11,12,13,14) between the both walls panel.When shingle nail is installed, place the slit between the maintenance left and right sides shingle nail between the shingle nail of the left and right sides.During shingle nail below installing, place particle in the top, the shingle nail above installing again is with the gap between the shingle nail about keeping.Perhaps place supporting mass 21 between the both walls panel, the convex body 22 at supporting mass two ends is clipped between the shingle nail 1, to keep the gap between the homonymy shingle nail, sees Figure 13.When the last layer shingle nail of assembly unit, wherein shingle nail upper end has the sprue gate 4 of 10 centimetres of Φ, referring to Fig. 1.Behind the intact shingle nail of assembly unit successively, pour into a mould light weight concrete construction from the sprue gate to the space of both walls panel sealing with transfer pipeline; Press from both sides flat carrier pipe, the shutoff sprue gate after pouring light weight concrete construction; The slit that the light weight concrete construction of cast has also been filled shutoff between the shingle nail.After light weight concrete construction solidifies, extract carrier pipe, body of wall is finished, striking.The cast-in-place light compound wall that constitutes, it is the body of wall main body that has constituted 190 millimeters thick by light weight concrete construction, the light weight concrete construction of strip forms one between body of wall main body and the shingle nail, and the shingle nail of splicing solidified and connect into integral body, body of wall main body two metopes that light weight concrete construction constitutes are the slit groove between 15 combination panels of light weight concrete construction gelling all-in-one-piece and the shingle nail.
Embodiment seven, a kind of cast-in-site combined wall are to utilize long 4 meters of fiber mesh and concrete for making, high 4 meters, thick 0.005 meter dry wall panel; In the building of molding framework structure, construct one long 4 meters, high 4 meters, thick 0.4 meter body of wall between one deck ground and the ceiling and see Figure 10.In body of wall one side that will construct 4 meters of one block lengths, high 4 meters, thick 0.005 meter dry wall panel 15 are installed, between this side wall panel upper end and ceiling, are being left 0.1 meter * 0.8 cast breach 17; Opposite side is installed 4 meters of block lengths, high 4 meters, thick 0.005 meter dry wall panel, and the spacing between the both sides dry wall panel outside is 0.4 meter.Referring to Fig. 1, the dry wall panel is adhesively fixed with clay with the column side (or other metopes 5 that link to each other) at ground 3, ceiling 2, two ends, the left and right sides.Cast light weight concrete construction 18 in the space of both sides dry wall panel sealing, light weight concrete construction pours into from the cast breach.After pouring light weight concrete construction, rectangular cast breach is with one 0.1 meter * 0.8 shingle nail shutoff.After light weight concrete construction solidifies, long 4 meters, high 4 meters, thick 0.4 meter of the cast-in-place light compound wall that constitutes, be the body of wall main body that has been made of 180 millimeters thick light weight concrete construction, body of wall main body two metopes that light weight concrete construction constitutes are light weight concrete construction gelling all-in-one-piece dry wall panel.
Make a stifled vertical body of wall again in a side 15 of the above-mentioned body of wall of finishing, also be to construct one long 6 meters, high 4 meters, thick 0.8 meter body of wall between ground 3 and the ceiling 2, the left end of body of wall is the above-mentioned body of wall face of finishing, and right-hand member is the shingle nail 51 that will make another body of wall.Earlier with concrete prefabricated 1 meter * 1 meter * 0.01 meter shingle nail, 1 meter * 2 meters * 0.01 meter shingle nail of 1 meter * 1.5 meters * 0.01 meter shingle nail.Take in the body of wall both sides that will construct and to build support, see Fig. 7.Support has comprised the location and the pillar 6 of supporting role, and pillar the inboard square steel 9 and the interim clamp 10 that are horizontally arranged at interval; Spacing between the square steel inner face of both sides is 0.8 meter.5 millimeters thick shingle nails with three kinds of specifications rely on the support shingle nail 1 of assembly unit structure city wall body both sides metope successively by ground to ceiling, see Fig. 8,9.The shingle nail at two ends is connected with body of wall face 15,51 contacts at two ends, the left and right sides respectively, can connect with the clay sealing.In assembly unit dry wall panel successively in the space of both sides dry wall panel sealing layer-by-layer casting light weight concrete construction 8; Last one deck light weight concrete construction is poured into a mould at sprue gate 4 (referring to Fig. 1) in the shingle nail of last layer from the sprue gate.After light weight concrete construction solidified, body of wall was finished, and striking just can be made next wall body.Constituting the cast-in-place light compound wall of vertical distribution like this, is the body of wall main body that has been made of 780 millimeters thick light weight concrete construction, and body of wall main body two metopes that light weight concrete construction constitutes are 14 combination panels 1 of light weight concrete construction gelling all-in-one-piece.
Claims (10)
1, a kind of cast-in-place light compound wall is the body of wall main body that is made of light weight concrete construction, it is characterized in that: the body of wall main body both sides metope that light weight concrete construction constitutes is that light weight concrete construction solidifies all-in-one-piece dry wall panel.
2, as the said cast-in-place light compound wall of claim 1, it is characterized in that: the shingle nail of dry wall panel for docking mutually has flat mouthful of mutual splicing or breach or groove or tenon mutually between the shingle nail of butt joint.
3, as the said cast-in-place light compound wall of claim 2, it is characterized in that: mutually between the shingle nail of butt joint slit or groove are arranged, slit between the shingle nail of butt joint or groove are stained with clay or are stained with light weight concrete construction with body of wall main body casting solidification mutually.
4, as claim 1 or 2 or 3 said cast-in-place light compound walls, it is characterized in that: have the supporting mass of imbedding light weight concrete construction between the shingle nail of both sides butt joint.
5, as the said cast-in-place light compound wall of claim 4, it is characterized in that: the supporting mass two ends have the convex body that inserts slit between the butt joint shingle nail.
6, as claim 1 or 2 or 3 said cast-in-place light compound walls, it is characterized in that: the face that prefabricated shingle nail combines with light weight concrete construction is pitted skin or male and fomale(M﹠F) or the face that has groove.
7, as claim 1 or 2 or 3 said cast-in-place light compound walls, it is characterized in that: the dry wall panel is concrete prefabricated shingle nail.
8, as claim 1 or 2 or 3 said cast-in-place light compound walls, it is characterized in that: shingle nail is the fibrous concrete shingle nail that accompanies grid in the concrete or be intervally distributed with fiber.
9, as claim 1 or 2 or 3 said cast-in-place light compound walls, it is characterized in that: shingle nail has the sprue gate of pouring into a mould light weight concrete construction.
10, as the said cast-in-place light compound wall of claim 4, it is characterized in that: shingle nail has the sprue gate of pouring into a mould light weight concrete construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620091616 CN2911049Y (en) | 2006-06-16 | 2006-06-16 | In-situ light-weight composite wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620091616 CN2911049Y (en) | 2006-06-16 | 2006-06-16 | In-situ light-weight composite wall |
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| CN2911049Y true CN2911049Y (en) | 2007-06-13 |
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| CN 200620091616 Expired - Fee Related CN2911049Y (en) | 2006-06-16 | 2006-06-16 | In-situ light-weight composite wall |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563329A (en) * | 2014-10-27 | 2015-04-29 | 顾世章 | Load-bearing heat-preserving integrated shear wall structure |
| CN108316545A (en) * | 2018-02-11 | 2018-07-24 | 宁波大学 | A kind of environment friendly light wall |
| CN108978960A (en) * | 2018-09-27 | 2018-12-11 | 彭国洪 | The wall of the fixed stone casting foamed cement of card slot |
-
2006
- 2006-06-16 CN CN 200620091616 patent/CN2911049Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563329A (en) * | 2014-10-27 | 2015-04-29 | 顾世章 | Load-bearing heat-preserving integrated shear wall structure |
| CN108316545A (en) * | 2018-02-11 | 2018-07-24 | 宁波大学 | A kind of environment friendly light wall |
| CN108316545B (en) * | 2018-02-11 | 2023-09-15 | 宁波大学 | Environment-friendly light wall |
| CN108978960A (en) * | 2018-09-27 | 2018-12-11 | 彭国洪 | The wall of the fixed stone casting foamed cement of card slot |
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