CN107337404B - Liquid concrete, preparation method thereof and modern style building using liquid concrete - Google Patents
Liquid concrete, preparation method thereof and modern style building using liquid concrete Download PDFInfo
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- CN107337404B CN107337404B CN201710513666.0A CN201710513666A CN107337404B CN 107337404 B CN107337404 B CN 107337404B CN 201710513666 A CN201710513666 A CN 201710513666A CN 107337404 B CN107337404 B CN 107337404B
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C5/00—Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
- B28C5/003—Methods for mixing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
- E04D13/17—Ventilation of roof coverings not otherwise provided for
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/34—Non-shrinking or non-cracking materials
- C04B2111/343—Crack resistant materials
Abstract
The invention belongs to liquid concrete and a preparation method thereof and a modern style building using the liquid concrete; the solar energy concrete reinforcing frame comprises a base and two sets of cement main frames arranged on two sides of the top of the base, wherein a plurality of sets of X-shaped reinforcing steel bar supporting columns are arranged on the top of the base between the two sets of cement main frames, the tops of the two sets of cement main frames and the reinforcing steel bar supporting columns are respectively connected with a transverse keel in a reinforcing steel bar frame, the tops of two sides of the transverse keel are respectively connected with an arc-shaped support in the reinforcing steel bar frame, the top in the middle of the transverse keel is connected with the bottom of the arc-shaped support through a plurality of movable plates, and a solar; the movable plate comprises a plate body and rotating shafts arranged at the upper end and the lower end of the plate body, and clamping seats are respectively arranged at the two sides of the plate body; the concrete has the advantages that the use of concrete is reduced, the brightness of the interior of a building is improved, light energy can be converted into electric energy through the solar cell panel, a partial power supply can be provided for the building, the cement main frame can bear the weight of the reinforcing steel bar frame, and the cement main frame is not prone to cracking and deformation.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to liquid concrete, a preparation method of the liquid concrete and a modern style building using the liquid concrete.
Background
Modern style buildings are also called modern main buildings, and the modern main buildings refer to a building idea which is dominant in the western building world in the middle of the twentieth century. Representative personalities of such buildings claim: architects need to get rid of the constraint of the traditional building form, and create completely new buildings which are suitable for the conditions and requirements of the industrialized society. Therefore, the building has bright rational and radical colors, and is also called as modern architecture.
Some of the fundamental views of modern architecture are: firstly, the development of buildings along with the times is emphasized, and modern buildings are adapted to the industrialized society. Secondly, the architect needs to research and solve the practical function and economic problem of the building. Advocate to adopt new material, new structure actively, exert the characteristic of new material, new structure in the building design. Advocate firmly getting rid of the constraint of outdated building styles and creating new building styles. Advocate developing new building aesthetics and creating new style of building. Compared with most of the existing buildings, the buildings are all made of cement steel bars, although the buildings tend to modern majors more and more in appearance, the buildings are single in structure and high in cost due to the fact that more materials are needed, the internal space of large buildings such as gymnasiums, museums and exhibition halls is large in demand, the requirements cannot be met by the traditional building structure, the modern majors have the advantage of new energy utilization, solar energy can be converted into electric energy for building illumination, and the buildings are specially constructed, so that the purpose of air circulation is achieved. Moreover, although most of the existing buildings are modern buildings, the main frame serving as the support base is not strong enough, so that the building is not firm enough and easy to collapse.
Disclosure of Invention
The present invention is directed to solving the above problems, and an object of the present invention is to provide a liquid concrete which can reduce the use of concrete, improve the brightness of the interior of a building, convert light energy into electric energy through a solar cell panel, provide a part of power for the building, and enable a cement main frame to bear the weight of a reinforcing steel bar frame, and is not easy to crack and deform, a preparation method thereof, and a modern style building using the liquid concrete.
The invention realizes the purpose through the following technical scheme:
the liquid concrete comprises the following raw materials in parts by weight: 160 parts of Portland cement 100-one materials, 30-40 parts of liquid rubber, 14-18 parts of polyvinyl butyral, 11-15 parts of polybutylene terephthalate, 10-16 parts of anhydrous sodium sulphate, 20-24 parts of cobblestones, 13-17 parts of iron powder, 12-16 parts of sodium sulfite powder, 20-28 parts of fly ash, 18-22 parts of attapulgite, 15-19 parts of nano ferroferric oxide, 6-8 parts of CTF concrete synergist, 2-4 parts of ethylene glycol, 2-4 parts of isopropanol, 4-6 parts of sodium metabisulfite, 3-5 parts of sodium hexametaphosphate and 9-15 parts of liquid alkali.
(II) a liquid concrete, which is prepared from the following raw materials in parts by weight: 160 parts of portland cement, 30 parts of liquid rubber, 14 parts of polyvinyl butyral, 11 parts of polybutylene terephthalate, 10 parts of anhydrous sodium sulphate, 20 parts of cobblestones, 13 parts of iron powder, 12 parts of sodium sulfite powder, 20 parts of fly ash, 18 parts of attapulgite, 15 parts of nano ferroferric oxide, 6 parts of CTF concrete synergist, 2 parts of ethylene glycol, 2 parts of isopropanol, 4 parts of sodium metabisulfite, 3 parts of sodium hexametaphosphate and 9 parts of liquid alkali.
(III) the liquid concrete comprises the following raw materials in parts by weight: 100 parts of portland cement, 40 parts of liquid rubber, 18 parts of polyvinyl butyral, 15 parts of polybutylene terephthalate, 16 parts of anhydrous sodium sulphate, 24 parts of cobblestones, 17 parts of iron powder, 16 parts of sodium sulfite powder, 28 parts of fly ash, 22 parts of attapulgite, 19 parts of nano ferroferric oxide, 8 parts of CTF concrete synergist, 4 parts of ethylene glycol, 4 parts of isopropanol, 6 parts of sodium metabisulfite, 5 parts of sodium hexametaphosphate and 15 parts of liquid caustic soda.
(IV) the liquid concrete comprises the following raw materials in parts by weight: 130 parts of portland cement, 35 parts of liquid rubber, 16 parts of polyvinyl butyral, 13 parts of polybutylene terephthalate, 13 parts of anhydrous sodium sulphate, 22 parts of cobblestones, 15 parts of iron powder, 14 parts of sodium sulfite powder, 24 parts of fly ash, 20 parts of attapulgite, 17 parts of nano ferroferric oxide, 7 parts of CTF concrete synergist, 3 parts of ethylene glycol, 3 parts of isopropanol, 5 parts of sodium metabisulfite, 4 parts of sodium hexametaphosphate and 12 parts of liquid alkali.
A preparation method of liquid concrete comprises the following steps:
1) adding portland cement, anhydrous sodium sulphate, cobblestone, iron powder, sodium sulfite powder, fly ash, attapulgite and nano ferroferric oxide into a stirrer, and uniformly stirring the materials through the stirrer at the rotating speed of 20r/pm to prepare a mixed filler for later use;
2) adding water into the mixed filler prepared in the step 1) according to the weight ratio of the mixed filler to 1: 3, and increasing the rotating speed of a stirrer from 20r/pm to 50r/pm so that the water and the mixed filler are uniformly stirred to prepare a liquid concrete semi-finished product for later use;
3) when liquid concrete is prepared, adding liquid rubber, polyvinyl butyral and polybutylene terephthalate into another stirrer, and starting the stirrer to stir at the rotating speed of 30r/pm so as to uniformly mix the liquid rubber, the polyvinyl butyral and the polybutylene terephthalate; uniformly mixing, taking out and placing into a crucible, then placing the crucible on an electric heating furnace, heating to 240 ℃ to melt polybutylene terephthalate, and mixing with liquid rubber to prepare a glue solution for later use;
4) adding water into sodium metabisulfite according to the weight ratio of 1: 2 while preparing liquid concrete, stirring and melting the sodium metabisulfite in the water by using a stirring rod, then adding liquid alkali, heating to 86-90 ℃ by using an induction cooker, uniformly stirring, stopping heating, standing and cooling to 30-40 ℃ to prepare a semi-finished product of the concrete reinforcing agent for later use;
5) adding ethylene glycol, isopropanol and sodium hexametaphosphate into the semi-finished product of the concrete reinforcing agent prepared in the step 4), and uniformly stirring by using a stirring rod to prepare the concrete reinforcing agent for later use;
6) adding the CTF concrete synergist, the concrete reinforcing agent prepared in the step 5) and the glue solution prepared in the step 3) into the stirrer in the step 2), and uniformly stirring the CTF concrete synergist, the concrete reinforcing agent and the glue solution with the prepared liquid concrete semi-finished product at the rotating speed of 50r/pm to obtain liquid concrete;
7) pouring the liquid concrete prepared in the step 6) into a concrete forming template, then tamping the liquid concrete by using a tamper, and finally spraying and maintaining for 5 days to obtain the cement main frame and the base.
A modern style building using liquid concrete comprises a base made of the liquid concrete and two sets of cement main frames arranged on two sides of the top of the base, wherein a plurality of sets of reinforcing steel bar supporting columns arranged in an X shape are arranged on the top of the base between the two sets of cement main frames; the movable plate comprises a plate body and rotating shafts arranged at the upper end and the lower end of the plate body, and clamping seats are respectively arranged on two sides of the plate body.
Preferably, the lower part of the steel bar support column is outwards convex, the outer side of the X-shaped steel bar support column is provided with toughened glass, the bottom of the toughened glass is connected with the base, and the top of the toughened glass is connected with the transverse keel.
Preferably, a ventilation groove is formed between the movable plate and the adjacent movable plate.
Preferably, the plate body and the rotating shaft are of an integral structure, the clamping seat is of a plate-shaped structure with the middle horizontal and two sides protruding in the same direction, and the protruding directions of the clamping seats on the two sides of the plate body are opposite.
Preferably, be welded fastening between base and the reinforcing bar pillar, be welded fastening between reinforcing bar pillar and the horizontal fossil fragments.
The cement main frame and the base are made of Portland cement, liquid rubber, polyvinyl butyral, polybutylene terephthalate, anhydrous sodium sulphate, cobblestone, iron powder, sodium sulfite powder, fly ash, attapulgite, nano ferroferric oxide, a CTF concrete synergist, ethylene glycol, isopropanol, sodium metabisulfite, sodium hexametaphosphate and liquid alkali, and have the advantages of difficult cracking and no deformation.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a cross-sectional view of the present invention.
Fig. 3 is a schematic structural diagram of the movable plate of the present invention.
Fig. 4 is a schematic structural view of the movable plate of the present invention when closed.
Fig. 5 is a schematic structural view of ventilation after the movable plate is opened.
Detailed Description
In order to more clearly understand the technical features, objects, and effects of the present invention, embodiments of the present invention will now be described with reference to the accompanying drawings, in which like reference numerals refer to like parts throughout. For the sake of simplicity, only the parts relevant to the invention are schematically shown in the drawings, and they do not represent the actual structure as a product.
The invention relates to liquid concrete, a preparation method thereof and a modern style building using the liquid concrete, wherein the liquid concrete comprises a cement main frame 1 and a base 13 which are made of the liquid concrete, and the concrete liquid concrete comprises:
the liquid concrete comprises the following raw materials in parts by weight: 160 parts of Portland cement 100-one materials, 30-40 parts of liquid rubber, 14-18 parts of polyvinyl butyral, 11-15 parts of polybutylene terephthalate, 10-16 parts of anhydrous sodium sulphate, 20-24 parts of cobblestones, 13-17 parts of iron powder, 12-16 parts of sodium sulfite powder, 20-28 parts of fly ash, 18-22 parts of attapulgite, 15-19 parts of nano ferroferric oxide, 6-8 parts of CTF concrete synergist, 2-4 parts of ethylene glycol, 2-4 parts of isopropanol, 4-6 parts of sodium metabisulfite, 3-5 parts of sodium hexametaphosphate and 9-15 parts of liquid alkali.
(II) a liquid concrete, which is prepared from the following raw materials in parts by weight: 160 parts of portland cement, 30 parts of liquid rubber, 14 parts of polyvinyl butyral, 11 parts of polybutylene terephthalate, 10 parts of anhydrous sodium sulphate, 20 parts of cobblestones, 13 parts of iron powder, 12 parts of sodium sulfite powder, 20 parts of fly ash, 18 parts of attapulgite, 15 parts of nano ferroferric oxide, 6 parts of CTF concrete synergist, 2 parts of ethylene glycol, 2 parts of isopropanol, 4 parts of sodium metabisulfite, 3 parts of sodium hexametaphosphate and 9 parts of liquid alkali.
(III) the liquid concrete comprises the following raw materials in parts by weight: 100 parts of portland cement, 40 parts of liquid rubber, 18 parts of polyvinyl butyral, 15 parts of polybutylene terephthalate, 16 parts of anhydrous sodium sulphate, 24 parts of cobblestones, 17 parts of iron powder, 16 parts of sodium sulfite powder, 28 parts of fly ash, 22 parts of attapulgite, 19 parts of nano ferroferric oxide, 8 parts of CTF concrete synergist, 4 parts of ethylene glycol, 4 parts of isopropanol, 6 parts of sodium metabisulfite, 5 parts of sodium hexametaphosphate and 15 parts of liquid caustic soda.
(IV) the liquid concrete comprises the following raw materials in parts by weight: 130 parts of portland cement, 35 parts of liquid rubber, 16 parts of polyvinyl butyral, 13 parts of polybutylene terephthalate, 13 parts of anhydrous sodium sulphate, 22 parts of cobblestones, 15 parts of iron powder, 14 parts of sodium sulfite powder, 24 parts of fly ash, 20 parts of attapulgite, 17 parts of nano ferroferric oxide, 7 parts of CTF concrete synergist, 3 parts of ethylene glycol, 3 parts of isopropanol, 5 parts of sodium metabisulfite, 4 parts of sodium hexametaphosphate and 12 parts of liquid alkali.
A preparation method of liquid concrete comprises the following steps:
1) adding portland cement, anhydrous sodium sulphate, cobblestone, iron powder, sodium sulfite powder, fly ash, attapulgite and nano ferroferric oxide into a stirrer, and uniformly stirring the materials through the stirrer at the rotating speed of 20r/pm to prepare a mixed filler for later use;
2) adding water into the mixed filler prepared in the step 1) according to the weight ratio of the mixed filler to 1: 3, and increasing the rotating speed of a stirrer from 20r/pm to 50r/pm so that the water and the mixed filler are uniformly stirred to prepare a liquid concrete semi-finished product for later use;
3) when liquid concrete is prepared, adding liquid rubber, polyvinyl butyral and polybutylene terephthalate into another stirrer, and starting the stirrer to stir at the rotating speed of 30r/pm so as to uniformly mix the liquid rubber, the polyvinyl butyral and the polybutylene terephthalate; uniformly mixing, taking out and placing into a crucible, then placing the crucible on an electric heating furnace, heating to 240 ℃ to melt polybutylene terephthalate, and mixing with liquid rubber to prepare a glue solution for later use;
4) adding water into sodium metabisulfite according to the weight ratio of 1: 2 while preparing liquid concrete, stirring and melting the sodium metabisulfite in the water by using a stirring rod, then adding liquid alkali, heating to 86-90 ℃ by using an induction cooker, uniformly stirring, stopping heating, standing and cooling to 30-40 ℃ to prepare a semi-finished product of the concrete reinforcing agent for later use;
5) adding ethylene glycol, isopropanol and sodium hexametaphosphate into the semi-finished product of the concrete reinforcing agent prepared in the step 4), and uniformly stirring by using a stirring rod to prepare the concrete reinforcing agent for later use;
6) adding the CTF concrete synergist, the concrete reinforcing agent prepared in the step 5) and the glue solution prepared in the step 3) into the stirrer in the step 2), and uniformly stirring the CTF concrete synergist, the concrete reinforcing agent and the glue solution with the prepared liquid concrete semi-finished product at the rotating speed of 50r/pm to obtain liquid concrete;
7) pouring the liquid concrete prepared in the step 6) into a concrete forming template, then tamping the liquid concrete by using a tamper, and finally spraying and maintaining for 5 days to obtain the cement main frame and the base.
As shown in fig. 1, 2, 3, 4 and 5, a modern style building using liquid concrete comprises a base 13 made of the liquid concrete according to any one of the above (a) to (d), and two sets of cement main frames 1 arranged on both sides of the top of the base 13, wherein a plurality of sets of reinforcing steel bar supporting columns 11 arranged in an X shape are arranged on the top of the base 13 between the two sets of cement main frames 1, the tops of the two sets of cement main frames 1 and the reinforcing steel bar supporting columns 11 are respectively connected with transverse keels 21 in reinforcing steel bar frames 2, the tops of both sides of the transverse keels 21 are respectively connected with arc-shaped supports 24 in reinforcing steel bar frames 2, the top of the middle of the transverse keels 21 is connected with the bottoms of the arc-shaped supports 24 through a plurality of movable plates 23, and solar panels 241 are arranged on the tops of the arc; the movable plate 23 includes a plate 231, a rotating shaft 232 disposed at the upper and lower ends of the plate 231, and two sides of the plate 231 are respectively provided with a clamping seat 233. The steel bar support 11 is the lower part outwards protruding form, the outside that is the steel bar support 11 of X shape setting be equipped with toughened glass 12, toughened glass 12's bottom links to each other with base 13, toughened glass 12's top links to each other with horizontal fossil fragments 21. Between the movable plate 23 and the adjacent movable plate 23 is a ventilation slot 22. The plate 231 and the rotating shaft 232 are integrated, the clamping seat 233 is of a plate-shaped structure with a horizontal middle part and two sides protruding in the same direction, and the protruding directions of the clamping seats 233 on the two sides of the plate 231 are opposite. The base 13 and the steel bar support 11 are welded and fixed, and the steel bar support 11 and the transverse keel 21 are welded and fixed.
The concrete main frame comprises a concrete main frame 1 and a reinforcing steel frame 2, reinforcing steel support columns 11 and toughened glass 12 are arranged on two sides of the concrete main frame 1, the reinforcing steel support columns 11 are located on the inner sides of the toughened glass 12, the reinforcing steel support columns 11 are arranged in an X shape and are arranged in an outward protruding mode, the supporting force of the reinforcing steel support columns 11 is improved, the pressure of the reinforcing steel frame 2 can be dispersed, and the bearing pressure of the concrete main frame 1 is reduced. The lower extreme of steel bar support post 11 and the base 13 welded fastening of cement body frame 1, the top of steel bar support post 11 and the bottom welded fastening of horizontal fossil fragments 21 can support reinforcing bar frame 2. The reinforcing steel frame 2 is positioned above the cement main frame 1, the reinforcing steel frame 2 comprises transverse keels 21 and arc-shaped supports 24, the transverse keels 21 are connected with two sides of the arc-shaped supports 24, and is welded and fixed with the arc-shaped bracket 24, the transverse keel 21 is fixed with the stud of the cement main frame 1, a plurality of movable plates 23 are arranged between the transverse keel 21 and the arc-shaped bracket 24, the adjacent movable plates 23 are ventilating slots 22, the upper and lower ends of the movable plate 23 are respectively connected with the transverse keel 21 and the arc-shaped bracket 24 through shafts, more than one movable plate 23 is arranged, as shown in fig. 3, the movable plate 23 includes a plate 231, a rotating shaft 232 disposed at the upper and lower ends of the plate 231, and a clamping seat 233 disposed at both sides of the plate 231, the rotating shaft 232 and the plate body 231 are integrally formed, the clamping seat 233 is fixed to the plate body 231 through a stud, and when the ventilation slot 22 is used, the ventilation slot can be sealed through the movable plate 23. The openings of the clamping seats 233 on the two sides of the plate body 231 are opposite, so that the two adjacent movable plates 23 can be tightly attached, and water leakage is not easy to occur. The movable plates 23 are rotatably arranged at 360 degrees, and the clamping seats 233 on adjacent movable plates 23 are clamped with each other, so that the angle can be adjusted when the movable plates are opened, the air inlet direction is controlled, and the air circulation of the internal space of the building is improved. The solar cell panel 241 is arranged on the arc-shaped support 24, and the solar cell panel 241 is fixed with the arc-shaped support 24 through a stud.
In order to explain the present invention more clearly, the present invention will now be further described with reference to specific examples. Specific examples are as follows:
example one
A liquid concrete is prepared from the following raw materials in parts by weight: 160 parts of portland cement, 30 parts of liquid rubber, 14 parts of polyvinyl butyral, 11 parts of polybutylene terephthalate, 10 parts of anhydrous sodium sulphate, 20 parts of cobblestones, 13 parts of iron powder, 12 parts of sodium sulfite powder, 20 parts of fly ash, 18 parts of attapulgite, 15 parts of nano ferroferric oxide, 6 parts of CTF concrete synergist, 2 parts of ethylene glycol, 2 parts of isopropanol, 4 parts of sodium metabisulfite, 3 parts of sodium hexametaphosphate and 9 parts of liquid alkali.
A preparation method of liquid concrete comprises the following steps:
1) adding portland cement, anhydrous sodium sulphate, cobblestone, iron powder, sodium sulfite powder, fly ash, attapulgite and nano ferroferric oxide into a stirrer, and uniformly stirring the materials through the stirrer at the rotating speed of 20r/pm to prepare a mixed filler for later use;
2) adding water into the mixed filler prepared in the step 1) according to the weight ratio of the mixed filler to 1: 3, and increasing the rotating speed of a stirrer from 20r/pm to 50r/pm so that the water and the mixed filler are uniformly stirred to prepare a liquid concrete semi-finished product for later use;
3) when liquid concrete is prepared, adding liquid rubber, polyvinyl butyral and polybutylene terephthalate into another stirrer, and starting the stirrer to stir at the rotating speed of 30r/pm so as to uniformly mix the liquid rubber, the polyvinyl butyral and the polybutylene terephthalate; uniformly mixing, taking out and placing into a crucible, then placing the crucible on an electric heating furnace, heating to 240 ℃ to melt polybutylene terephthalate, and mixing with liquid rubber to prepare a glue solution for later use;
4) adding water into sodium metabisulfite according to the weight ratio of 1: 2 while preparing liquid concrete, stirring and melting the sodium metabisulfite in the water by using a stirring rod, then adding liquid alkali, heating to 86-90 ℃ by using an induction cooker, uniformly stirring, stopping heating, standing and cooling to 30-40 ℃ to prepare a semi-finished product of the concrete reinforcing agent for later use;
5) adding ethylene glycol, isopropanol and sodium hexametaphosphate into the semi-finished product of the concrete reinforcing agent prepared in the step 4), and uniformly stirring by using a stirring rod to prepare the concrete reinforcing agent for later use;
6) adding the CTF concrete synergist, the concrete reinforcing agent prepared in the step 5) and the glue solution prepared in the step 3) into the stirrer in the step 2), and uniformly stirring the CTF concrete synergist, the concrete reinforcing agent and the glue solution with the prepared liquid concrete semi-finished product at the rotating speed of 50r/pm to obtain liquid concrete;
7) pouring the liquid concrete prepared in the step 6) into a concrete forming template, then tamping the liquid concrete by using a tamper, and finally spraying and maintaining for 5 days to obtain the cement main frame and the base.
A modern style building using liquid concrete comprises a base 13 made of the liquid concrete and two sets of cement main frames 1 arranged on two sides of the top of the base 13, wherein a plurality of sets of X-shaped reinforcing steel bar supporting columns 11 are arranged on the top of the base 13 between the two sets of cement main frames 1, the tops of the two sets of cement main frames 1 and the reinforcing steel bar supporting columns 11 are respectively connected with a transverse keel 21 in a reinforcing steel bar frame 2, the tops of two sides of the transverse keel 21 are respectively connected with an arc-shaped support 24 in the reinforcing steel bar frame 2, the top of the middle of the transverse keel 21 is connected with the bottom of the arc-shaped support 24 through a plurality of movable plates 23, and a solar cell panel 241 is arranged on the top of the arc-shaped support 24; the movable plate 23 includes a plate 231, a rotating shaft 232 disposed at the upper and lower ends of the plate 231, and two sides of the plate 231 are respectively provided with a clamping seat 233. The steel bar support 11 is the lower part outwards protruding form, the outside that is the steel bar support 11 of X shape setting be equipped with toughened glass 12, toughened glass 12's bottom links to each other with base 13, toughened glass 12's top links to each other with horizontal fossil fragments 21. Between the movable plate 23 and the adjacent movable plate 23 is a ventilation slot 22. The plate 231 and the rotating shaft 232 are integrated, the clamping seat 233 is of a plate-shaped structure with a horizontal middle part and two sides protruding in the same direction, and the protruding directions of the clamping seats 233 on the two sides of the plate 231 are opposite. The base 13 and the steel bar support 11 are welded and fixed, and the steel bar support 11 and the transverse keel 21 are welded and fixed.
Example two
A liquid concrete is prepared from the following raw materials in parts by weight: 100 parts of portland cement, 40 parts of liquid rubber, 18 parts of polyvinyl butyral, 15 parts of polybutylene terephthalate, 16 parts of anhydrous sodium sulphate, 24 parts of cobblestones, 17 parts of iron powder, 16 parts of sodium sulfite powder, 28 parts of fly ash, 22 parts of attapulgite, 19 parts of nano ferroferric oxide, 8 parts of CTF concrete synergist, 4 parts of ethylene glycol, 4 parts of isopropanol, 6 parts of sodium metabisulfite, 5 parts of sodium hexametaphosphate and 15 parts of liquid caustic soda.
A preparation method of liquid concrete comprises the following steps:
1) adding portland cement, anhydrous sodium sulphate, cobblestone, iron powder, sodium sulfite powder, fly ash, attapulgite and nano ferroferric oxide into a stirrer, and uniformly stirring the materials through the stirrer at the rotating speed of 20r/pm to prepare a mixed filler for later use;
2) adding water into the mixed filler prepared in the step 1) according to the weight ratio of the mixed filler to 1: 3, and increasing the rotating speed of a stirrer from 20r/pm to 50r/pm so that the water and the mixed filler are uniformly stirred to prepare a liquid concrete semi-finished product for later use;
3) when liquid concrete is prepared, adding liquid rubber, polyvinyl butyral and polybutylene terephthalate into another stirrer, and starting the stirrer to stir at the rotating speed of 30r/pm so as to uniformly mix the liquid rubber, the polyvinyl butyral and the polybutylene terephthalate; uniformly mixing, taking out and placing into a crucible, then placing the crucible on an electric heating furnace, heating to 240 ℃ to melt polybutylene terephthalate, and mixing with liquid rubber to prepare a glue solution for later use;
4) adding water into sodium metabisulfite according to the weight ratio of 1: 2 while preparing liquid concrete, stirring and melting the sodium metabisulfite in the water by using a stirring rod, then adding liquid alkali, heating to 86-90 ℃ by using an induction cooker, uniformly stirring, stopping heating, standing and cooling to 30-40 ℃ to prepare a semi-finished product of the concrete reinforcing agent for later use;
5) adding ethylene glycol, isopropanol and sodium hexametaphosphate into the semi-finished product of the concrete reinforcing agent prepared in the step 4), and uniformly stirring by using a stirring rod to prepare the concrete reinforcing agent for later use;
6) adding the CTF concrete synergist, the concrete reinforcing agent prepared in the step 5) and the glue solution prepared in the step 3) into the stirrer in the step 2), and uniformly stirring the CTF concrete synergist, the concrete reinforcing agent and the glue solution with the prepared liquid concrete semi-finished product at the rotating speed of 50r/pm to obtain liquid concrete;
7) pouring the liquid concrete prepared in the step 6) into a concrete forming template, then tamping the liquid concrete by using a tamper, and finally spraying and maintaining for 5 days to obtain the cement main frame and the base.
A modern style building using liquid concrete comprises a base 13 made of the liquid concrete and two sets of cement main frames 1 arranged on two sides of the top of the base 13, wherein a plurality of sets of X-shaped reinforcing steel bar supporting columns 11 are arranged on the top of the base 13 between the two sets of cement main frames 1, the tops of the two sets of cement main frames 1 and the reinforcing steel bar supporting columns 11 are respectively connected with a transverse keel 21 in a reinforcing steel bar frame 2, the tops of two sides of the transverse keel 21 are respectively connected with an arc-shaped support 24 in the reinforcing steel bar frame 2, the top of the middle of the transverse keel 21 is connected with the bottom of the arc-shaped support 24 through a plurality of movable plates 23, and a solar cell panel 241 is arranged on the top of the arc-shaped support 24; the movable plate 23 includes a plate 231, a rotating shaft 232 disposed at the upper and lower ends of the plate 231, and two sides of the plate 231 are respectively provided with a clamping seat 233. The steel bar support 11 is the lower part outwards protruding form, the outside that is the steel bar support 11 of X shape setting be equipped with toughened glass 12, toughened glass 12's bottom links to each other with base 13, toughened glass 12's top links to each other with horizontal fossil fragments 21. Between the movable plate 23 and the adjacent movable plate 23 is a ventilation slot 22. The plate 231 and the rotating shaft 232 are integrated, the clamping seat 233 is of a plate-shaped structure with a horizontal middle part and two sides protruding in the same direction, and the protruding directions of the clamping seats 233 on the two sides of the plate 231 are opposite. The base 13 and the steel bar support 11 are welded and fixed, and the steel bar support 11 and the transverse keel 21 are welded and fixed.
EXAMPLE III
A liquid concrete is prepared from the following raw materials in parts by weight: 130 parts of portland cement, 35 parts of liquid rubber, 16 parts of polyvinyl butyral, 13 parts of polybutylene terephthalate, 13 parts of anhydrous sodium sulphate, 22 parts of cobblestones, 15 parts of iron powder, 14 parts of sodium sulfite powder, 24 parts of fly ash, 20 parts of attapulgite, 17 parts of nano ferroferric oxide, 7 parts of CTF concrete synergist, 3 parts of ethylene glycol, 3 parts of isopropanol, 5 parts of sodium metabisulfite, 4 parts of sodium hexametaphosphate and 12 parts of liquid alkali.
A preparation method of liquid concrete comprises the following steps:
1) adding portland cement, anhydrous sodium sulphate, cobblestone, iron powder, sodium sulfite powder, fly ash, attapulgite and nano ferroferric oxide into a stirrer, and uniformly stirring the materials through the stirrer at the rotating speed of 20r/pm to prepare a mixed filler for later use;
2) adding water into the mixed filler prepared in the step 1) according to the weight ratio of the mixed filler to 1: 3, and increasing the rotating speed of a stirrer from 20r/pm to 50r/pm so that the water and the mixed filler are uniformly stirred to prepare a liquid concrete semi-finished product for later use;
3) when liquid concrete is prepared, adding liquid rubber, polyvinyl butyral and polybutylene terephthalate into another stirrer, and starting the stirrer to stir at the rotating speed of 30r/pm so as to uniformly mix the liquid rubber, the polyvinyl butyral and the polybutylene terephthalate; uniformly mixing, taking out and placing into a crucible, then placing the crucible on an electric heating furnace, heating to 240 ℃ to melt polybutylene terephthalate, and mixing with liquid rubber to prepare a glue solution for later use;
4) adding water into sodium metabisulfite according to the weight ratio of 1: 2 while preparing liquid concrete, stirring and melting the sodium metabisulfite in the water by using a stirring rod, then adding liquid alkali, heating to 86-90 ℃ by using an induction cooker, uniformly stirring, stopping heating, standing and cooling to 30-40 ℃ to prepare a semi-finished product of the concrete reinforcing agent for later use;
5) adding ethylene glycol, isopropanol and sodium hexametaphosphate into the semi-finished product of the concrete reinforcing agent prepared in the step 4), and uniformly stirring by using a stirring rod to prepare the concrete reinforcing agent for later use;
6) adding the CTF concrete synergist, the concrete reinforcing agent prepared in the step 5) and the glue solution prepared in the step 3) into the stirrer in the step 2), and uniformly stirring the CTF concrete synergist, the concrete reinforcing agent and the glue solution with the prepared liquid concrete semi-finished product at the rotating speed of 50r/pm to obtain liquid concrete;
7) pouring the liquid concrete prepared in the step 6) into a concrete forming template, then tamping the liquid concrete by using a tamper, and finally spraying and maintaining for 5 days to obtain the cement main frame and the base.
As shown in fig. 1, 2, 3, 4, and 5, a modern style building using liquid concrete includes a base 13 made of the above liquid concrete and two sets of cement main frames 1 disposed on both sides of the top of the base 13, the top of the base 13 between the two sets of cement main frames 1 is provided with a plurality of sets of reinforcement struts 11 disposed in an X shape, the tops of the two sets of cement main frames 1 and reinforcement struts 11 are respectively connected with transverse keels 21 in the reinforcement frames 2, the tops of both sides of the transverse keels 21 are respectively connected with arc supports 24 in the reinforcement frames 2, the top of the middle of the transverse keels 21 is connected with the bottoms of the arc supports 24 through a plurality of movable plates 23, and the tops of the arc supports 24 are provided with solar panels 241; the movable plate 23 includes a plate 231, a rotating shaft 232 disposed at the upper and lower ends of the plate 231, and two sides of the plate 231 are respectively provided with a clamping seat 233. The steel bar support 11 is the lower part outwards protruding form, the outside that is the steel bar support 11 of X shape setting be equipped with toughened glass 12, toughened glass 12's bottom links to each other with base 13, toughened glass 12's top links to each other with horizontal fossil fragments 21. Between the movable plate 23 and the adjacent movable plate 23 is a ventilation slot 22. The plate 231 and the rotating shaft 232 are integrated, the clamping seat 233 is of a plate-shaped structure with a horizontal middle part and two sides protruding in the same direction, and the protruding directions of the clamping seats 233 on the two sides of the plate 231 are opposite. The base 13 and the steel bar support 11 are welded and fixed, and the steel bar support 11 and the transverse keel 21 are welded and fixed.
Examples of the experiments
Subject: the main frame filled with sand and stone cement and the common main frame filled with concrete are piled up by adopting bricks, and the main frame is compared with the main frame filled with cement.
The experimental requirements are as follows: the brick stacking and filling main frame for sand and stone, the common concrete main frame and the cement main frame have the same volume and depth, and the house simulation pressure is the same. .
The experimental method comprises the following steps: the main frame for filling the gravels and the common concrete and the main frame for the cement of the invention are piled up by bricks, hardness experiment, water seepage experiment and gravity experiment are carried out, and the conditions are recorded.
In the present experimental example, it is assumed that the bearing standard value of a general cement main frame is 600KPa, the cracking or collapse of the cement main frame is lower than the bearing standard value of 600KPa, and the unchanged cement main frame is higher than the bearing standard value of 600 KPa.
The specific results are shown in the following table:
in combination with the above, compared with the brick-stacking filled sandstone main frame, the common concrete main frame and the results obtained by the same experimental method as the cement main frame of the invention, the test data of the cement main frame of the invention is superior to the compared brick-stacking filled sandstone main frame and the common concrete main frame, so that the cement main frame of the invention is not easy to crack and deform.
The cement main frame and the base are made of Portland cement, liquid rubber, polyvinyl butyral, polybutylene terephthalate, anhydrous sodium sulphate, cobblestone, iron powder, sodium sulfite powder, fly ash, attapulgite, nano ferroferric oxide, CTF concrete synergist, ethylene glycol, isopropanol, sodium metabisulfite, sodium hexametaphosphate and liquid alkali, and have the characteristics of difficult cracking and no deformation.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. A modern style building using liquid concrete is characterized in that: the modern style building comprises a base (13) made of liquid concrete and two sets of cement main frames (1) arranged on two sides of the top of the base (13), wherein a plurality of groups of X-shaped reinforcing steel bar supporting columns (11) are arranged on the top of the base (13) between the two sets of cement main frames (1), the tops of the two sets of cement main frames (1) and the reinforcing steel bar supporting columns (11) are respectively connected with transverse keels (21) in reinforcing steel bar frames (2), the tops of two sides of the transverse keels (21) are respectively connected with arc-shaped supports (24) in the reinforcing steel bar frames (2), the top of the middle of each transverse keel (21) is connected with the bottom of each arc-shaped support (24) through a plurality of movable plates (23), and a solar cell panel (241) is arranged on the top of each arc-shaped; the movable plate (23) comprises a plate body (231), rotating shafts (232) arranged at the upper end and the lower end of the plate body (231), and clamping seats (233) are respectively arranged at two sides of the plate body (231);
the liquid concrete is prepared from the following raw materials in parts by weight: 160 parts of Portland cement 100-one materials, 30-40 parts of liquid rubber, 14-18 parts of polyvinyl butyral, 11-15 parts of polybutylene terephthalate, 10-16 parts of anhydrous sodium sulphate, 20-24 parts of cobblestones, 13-17 parts of iron powder, 12-16 parts of sodium sulfite powder, 20-28 parts of fly ash, 18-22 parts of attapulgite, 15-19 parts of nano ferroferric oxide, 6-8 parts of CTF concrete synergist, 2-4 parts of ethylene glycol, 2-4 parts of isopropanol, 4-6 parts of sodium metabisulfite, 3-5 parts of sodium hexametaphosphate and 9-15 parts of liquid alkali;
the preparation method of the liquid concrete comprises the following steps:
1) adding portland cement, anhydrous sodium sulphate, cobblestone, iron powder, sodium sulfite powder, fly ash, attapulgite and nano ferroferric oxide into a stirrer, and uniformly stirring the materials through the stirrer at the rotating speed of 20r/pm to prepare a mixed filler for later use;
2) adding water into the mixed filler prepared in the step 1) according to the weight ratio of the mixed filler to 1: 3, and increasing the rotating speed of a stirrer from 20r/pm to 50r/pm so that the water and the mixed filler are uniformly stirred to prepare a liquid concrete semi-finished product for later use;
3) when liquid concrete is prepared, adding liquid rubber, polyvinyl butyral and polybutylene terephthalate into another stirrer, and starting the stirrer to stir at the rotating speed of 30r/pm so as to uniformly mix the liquid rubber, the polyvinyl butyral and the polybutylene terephthalate; uniformly mixing, taking out and placing into a crucible, then placing the crucible on an electric heating furnace, heating to 240 ℃ to melt polybutylene terephthalate, and mixing with liquid rubber to prepare a glue solution for later use;
4) adding water into sodium metabisulfite according to the weight ratio of 1: 2 while preparing liquid concrete, stirring and melting the sodium metabisulfite in the water by using a stirring rod, then adding liquid alkali, heating to 86-90 ℃ by using an induction cooker, uniformly stirring, stopping heating, standing and cooling to 30-40 ℃ to prepare a semi-finished product of the concrete reinforcing agent for later use;
5) adding ethylene glycol, isopropanol and sodium hexametaphosphate into the semi-finished product of the concrete reinforcing agent prepared in the step 4), and uniformly stirring by using a stirring rod to prepare the concrete reinforcing agent for later use;
6) adding the CTF concrete synergist, the concrete reinforcing agent prepared in the step 5) and the glue solution prepared in the step 3) into the stirrer in the step 2), and uniformly stirring the CTF concrete synergist, the concrete reinforcing agent and the glue solution with the prepared liquid concrete semi-finished product at the rotating speed of 50r/pm to obtain liquid concrete;
7) pouring the liquid concrete prepared in the step 6) into a concrete forming template, then tamping the liquid concrete by using a tamper, and finally spraying and maintaining for 5 days to obtain the cement main frame and the base.
2. A modern style building using liquid concrete according to claim 1, wherein: the liquid concrete is prepared from the following raw materials in parts by weight: 160 parts of portland cement, 30 parts of liquid rubber, 14 parts of polyvinyl butyral, 11 parts of polybutylene terephthalate, 10 parts of anhydrous sodium sulphate, 20 parts of cobblestones, 13 parts of iron powder, 12 parts of sodium sulfite powder, 20 parts of fly ash, 18 parts of attapulgite, 15 parts of nano ferroferric oxide, 6 parts of CTF concrete synergist, 2 parts of ethylene glycol, 2 parts of isopropanol, 4 parts of sodium metabisulfite, 3 parts of sodium hexametaphosphate and 9 parts of liquid alkali.
3. A modern style building using liquid concrete according to claim 1, wherein: the liquid concrete is prepared from the following raw materials in parts by weight: 100 parts of portland cement, 40 parts of liquid rubber, 18 parts of polyvinyl butyral, 15 parts of polybutylene terephthalate, 16 parts of anhydrous sodium sulphate, 24 parts of cobblestones, 17 parts of iron powder, 16 parts of sodium sulfite powder, 28 parts of fly ash, 22 parts of attapulgite, 19 parts of nano ferroferric oxide, 8 parts of CTF concrete synergist, 4 parts of ethylene glycol, 4 parts of isopropanol, 6 parts of sodium metabisulfite, 5 parts of sodium hexametaphosphate and 15 parts of liquid caustic soda.
4. A modern style building using liquid concrete according to claim 1, wherein: the liquid concrete is prepared from the following raw materials in parts by weight: 130 parts of portland cement, 35 parts of liquid rubber, 16 parts of polyvinyl butyral, 13 parts of polybutylene terephthalate, 13 parts of anhydrous sodium sulphate, 22 parts of cobblestones, 15 parts of iron powder, 14 parts of sodium sulfite powder, 24 parts of fly ash, 20 parts of attapulgite, 17 parts of nano ferroferric oxide, 7 parts of CTF concrete synergist, 3 parts of ethylene glycol, 3 parts of isopropanol, 5 parts of sodium metabisulfite, 4 parts of sodium hexametaphosphate and 12 parts of liquid alkali.
5. A modern style building using liquid concrete according to claim 1, wherein: the steel bar support (11) is of an outward convex shape at the lower part, the outer side of the steel bar support (11) which is arranged in an X shape is provided with toughened glass (12), the bottom of the toughened glass (12) is connected with a base (13), and the top of the toughened glass (12) is connected with a transverse keel (21).
6. A modern style building using liquid concrete according to claim 1, wherein: and a ventilation groove (22) is formed between the movable plate (23) and the adjacent movable plate (23).
7. A modern style building using liquid concrete according to claim 1, wherein: the plate body (231) and the rotating shaft (232) are of an integral structure, the clamping seat (233) is of a plate-shaped structure with the middle horizontal and two sides protruding towards the same direction, and the protruding directions of the clamping seats (233) at the two sides of the plate body (231) are opposite.
8. A modern style building using liquid concrete according to claim 1, wherein: the base (13) and the steel bar support (11) are welded and fixed, and the steel bar support (11) and the transverse keel (21) are welded and fixed.
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