1092 results about "High strength concrete" patented technology

The invention belongs to the architecture field, which relates to an improvement with the foundation pile shape and the structure and the manufacturing method of the foundation pile and the foundation pile shaper in the architecture field, in particular the invention is a prestressing force high strength concrete square pile and the manufacturing method thereof and the shaping device. In the invention a square terminal plate is disposed on the two ends of the square pile, and the four sides of the terminal plate is provided with a groove, while the center is equipped with a circular hole, and between the circular hole and the four sides, a strain hole and a threading hole are arranged symmetrically; a stirrp of a reinforcement cage in a twist is welded on the principal reinforcement continuously, wherein the principal reinforcement is the steel strand or the steel bar; the concrete square pile and the four-side corners of the terminal plate are in a stress elimination arc, and the pile core is a columnar mid level outlet having the same diameter with the terminal plate central circular hole. The manufacturing method is characterized in that, the principal reinforcement has the fix ed length and blanking, and the stirrp of the reinforcement cage is welded in the seam welder with the high degree of mechanisation; the principal reinforcement is stretched in a group of a whole pile fixed value, wherein the stretching performance is good and the balance is consistent; the disposable high pressure has short shaping time, low energy consumption, high product grade; the die design meets with the shaping requirement of the shape, which is convenient to use.

The production process of permeable high-strength concrete paver includes the steps of: the first making base layer via mixing cement 18-21 wt%, small rubble of 3-5 mm size 50-55 wt%, large rubble of 7-10 mm size 18-21 wt%, admixture 0.1-6 wt% and water in 0.2-0.23 weight of cement, molding and vibrating to form; and the subsequent making facing layer via mixing cement 15-22 wt%, quartzite 76-85 wt%, admixture 0.1-6 wt%, dispersible latex powder 0.2-0.6 wt% and water in 0.24-0.26 weight of cement, pouring the mixture onto freshly formed base layer, and vibrating to form; demolding; and curing to obtain the finished product. The permeable high-strength concrete paver has high strength, high water permeability and no need of baking, and may be used widely.

The invention provides a cement-based ultra-high strength contraction-free grouting concrete which is composed of cement, quartz sand, water reducer, swelling agent, defoamer, anti-settling agent, steel fiber, retarder and water-retaining agent in parts by weight: 100 parts of cement, 5-10 parts of swelling agent, 50-100 parts of quartz sand, 0.5-2.5 parts of water reducer, 0.3-1.0 part of defoamer, 0.1-0.3 part of anti-settling agent, 5-30 parts of steel fiber, 0-1.0 part of retarder and 0.1-0.3 part of water-retaining agent. The invention has the following beneficial effects: (1) at the normal temperature, the 1d compression strength of the cement-based grouting concrete is improved to be above 70 MPa; (2) at the normal temperature, the 28d compression strength of the cement-based grouting concrete is improved to be above 120 MPa; and (3) the cement-based ultra-high strength contraction-free grouting concrete can be used for installing large, ultra-large equipment basis, and can be used for occasions, such as bolt anchoring, structure fastening, road repair and the like which have high requirements on the compression strength of grouting concrete.

The invention provides a pier column pre-casting splicing construction technique working method, which is characterized in that: on a land construction site, a pier body of the whole bridge pier is pre-cast by segments, pier body end heads of each segment are buried with outwardly-extending reinforcement bars, and all segments are transferred to the pier construction site for pier assembly. The working method has the advantages of having light bridge piers, reducing the number of projects, saving manpower, lowering construction costs, having good construction quality and quick construction, solving the problems of reliability, safety, anti-crack property and durability between pier columns pre-cast by segments and between the pier columns and a bearing platform connecting structure, reducing the influence of natural conditions on construction period, reducing construction cost and construction risk, reducing the number of cast-in-situ concrete and equipment such as a hoisting machine and the like and effectively saving cost. Due to the advantages of the splicing type bridge pier and the development of various high strength concrete materials in recent years, the working method is applied to water bridges with large scale, multiple bridge spans, adverse natural environment, and difficult construction due to the influence of wind, wave, current, rain and fog.

Constructional panel having a front side suitable to be exposed to outside weather conditions, comprising a front side element, a rear side element and an insulating material arranged between said front and rear side elements, where the front side element is made from a high strength concrete, and where the insulating material is adhered to the rear side of said front and rear side elements.

The invention relates to an admixture for high early strength of concrete, characterized in that the admixture is formed by mixing and stirring cement clinkers, industrial residues, early strength agents, plaster, water reducing agents and excitants. The parts by weight of the components are as follows: 100 parts of cement clinkers, 500-2000 parts of industrial residues, 0.2-3 parts of early strength agents, 1-3 parts of plaster, 0.2-2 parts of water reducing agents and 1-5 parts of excitants. The excitant is the mixture of aluminum hydroxide, calcium nitrite and calcium nitrate; wherein, the aluminum hydroxide accounts for 50% of the mixture while the calcium nitrite and the calcium nitrate are in any proportion; the early strength agent is the mixture of trolamine, lithium carbonate and calcium formate, wherein, the trolamine accounts for 50% of the mixture while the lithium carbonate and the calcium formate are in any proportion. The admixture for concrete provided by the invention has high activity index and low content of harmful ions. Adding the admixture can obviously improve the demoulding strength, long-term mechanical property and durability of the concrete.

The present invention is one kind of completely new concrete compounding process suitable for compounding various kinds of concrete, including high strength concrete and penetrative concrete. The present invention compounds concrete through optimizing the material proportion and size proportion of concrete without altering available concrete construction process and by means of the concrete theory of the present inventor. The compounded concrete has theoretic strength as high as 4.1466-5.4624 times the compression strength of the cement, and infinite theoretic service life similar to stone. The concrete compounding process is simple, practical, reliable, controllable in strength, low in cost and environment friendly.

The invention relates to low-viscosity easy-to-pump ultrahigh-strength concrete with average strength of 120MPa. The concrete comprises the following components at single-prescription dosage ratio of kg/m<3>: 400-440 parts of cement, 40-60 parts of silica fume, 60-80 parts of slag micro powder, 100-120 parts of microspheres, 700-750 parts of natural sand with fineness modulus of 2.8-3.2, 980-1,000 parts of stone, 19.5-22.75 parts of additive and 130-135 parts of mixing water, wherein the additive is a polycarboxylate-type high-performance water reducing agent Glenium 8008 and has high water reducing rate, strong viscosity reducing property and high slump retaining property; the expansion degree of the ultrahigh-strength concrete is kept at 700+/-50mm within 4 hours, the back taper time is controlled at 3-8 seconds, the viscosity is kept at 28-35Pa.s, and ultrahigh pumping of 300m and higher is easy to realize. The concrete provided by the invention can meet the performance requirements for ultrahigh concrete pumping of 500m and higher in terms of high slump retaining property, self-compaction property, strength property, low-viscosity property and the like.

The present invention relates to a high efficiency water reducing agent for manufacturing high performance cement based material such as high-strength concrete, fluid state and/or pumping concrete, etc. and method for preparing same. The invention takes ketones compound and aldehydes as condensation monomer, and sulphite as sulphonating agent, and take condensation reaction in alkaline aqueous solution. Then a water-soluble high-polymer condensate containing hydrophilic group such as sulfonic group, carboxy, hydroxyl, etc. in molecule with molecular weight ranging from 3000 to 10000 is obtained. By changing the matching, charging sequence of raw material, the technological process is simplified, the reaction time is shortened, and burst boiling and geling phenomena are also avoided at the same time. By controlling charging rate and condensation temperature, the condensation product is made with required molecular weight and can meet application performance. The fatty group sulphonate condensation compound made by the invention can be served as high efficiency water reducing agent of cement concrete, the water reducing, dispersion and reinforcing effects are better than the traditional albocarbon group high efficiency water reducing agent. The water reducing agent provided by the invention has the advantages of wide raw material source, simple synthesizing process, clean and suitable for industrial production.

Barrier elements provide security from terrorist threats by ability to withstand both vehicle collisions and explosive blasts. Each barrier element is prefabricated to include a massive block of durable material, preferably of high strength concrete, with at least one tunnel extending at least partially between respective cavities in two opposite sides of the block. Each barrier element also includes at least one beam that is preferably made of steel and extends through one such tunnel. Multiple blocks are positionable slidably on top of the ground side-against-side with their beams coupled longitudinally to one another at least approximately end-to-end. Retainer means can be used to block coupling means from entry into the tunnels. Forces from a vehicle collision or an explosive blast can cause barrier elements to rotate relative to one-another when the couplings between beams hinge or bend as the durable material that interferes with the rotation breaks away.

It is an object of the present invention to provide a polycarboxylic acid copolymer which improves the water reducing capacity and workability of cement compositions and the like and making them easier to handle when the fluidity and water reducing capacity are at the same levels, a method of producing the copolymer, and a cement additive and a cement composition comprising the copolymer. The present invention is further to provide a polycarboxylic acid copolymer and a cement additive which are capable of improving the strength and durability of hardening products of cement compositions, hence can advantageously be used in ultrahigh strength concrete. The present invention is still further to provide a method of producing polycarboxylic acid copolymers having high water reducing capacity, reducing the viscosity of cement compositions and improving the workability in applying cement.

The present invention is directed to a polycarboxylic acid copolymer which is obtained by copolymerization of monomer components comprising a polyalkyleneimine unsaturated monomer (A1) and an unsaturated carboxylic acid monomer (B).

Concrete compositions have a fine-to-coarse aggregate ratio optimized for increased workability with minimal segregation and bleeding. The concrete compositions include at least water, cement, coarse aggregate, and fine aggregate and have a slump of at least 1 inch and a 28-day compressive strength of at least about 1500 psi. Workability is improved by minimizing the viscosity as a function of the aggregate content, while minimizing segregation and bleeding. To improve workability, the concrete compositions include between 45% and 65% fine aggregate and between 35% and 55% coarse aggregate as a function of total aggregate volume. For relatively low strength concrete (1500-4500 psi), the fine aggregate is 55-65% of the total aggregate volume. For medium strength concrete (4500-8000 psi), the fine aggregate is 50-60% of the total aggregate volume. For high strength concrete (>8000 psi), the fine aggregate is 45-55% of the total aggregate volume. Overall workability can be maintained or improved even if slump is decreased.

The invention discloses a quick-hardening high-early strength concrete-based composite material for a maritime work, which mainly comprises the following components in parts by weight: 100 parts of magnesium oxide, 25-50 parts of phosphate, 5-15 parts of retarder, 0.5-3.5 parts of siloyl group moisture repellent, 10-20 parts of flyash, 0-5 parts of glass fibre, 150-350 parts of sea sands and 25-50 parts of seawater. The invention takes the sea sands without desalting treatment as aggregate and the seawater as mixing water, thereby fully utilizing island resources such as sea sands, seawater, and the like, greatly reducing traffic capacity, saving cost. In addition, the invention has the advantages of quick setting and hardening, high early strength, good seawater erosion capability, and the like, thereby being widely applied to quick repatching and building in projects such as island roads, landingstrips, docks, and the like.

The invention discloses a polycarboxylic water reducer with viscosity reducing and slump retaining functions, and a preparation method thereof, and belongs to the technical field of building materials. The polycarboxylic water reducer is prepared through the following steps: free radical polymerization of an unsaturated polyether monomer I, an unsaturated block modified polyether monomer II, an unsaturated carboxylic acid monomer, an unsaturated carboxylic acid alkyl ester, an unsaturated phosphate ester monomer, a chain transfer agent, an oxidant, a reducing agent and deionized water in an aqueous solution at 15-30 DEG C, addition of an alkali solution to adjust the pH value, and water supplementation. The water reducer can meet the requirements of the water-reducing and slump-retaining performances of high-strength concrete, and also can greatly reduce the viscosity of the concrete and significantly improve the working performances of the high-strength concrete, so the problems of fast slump loss and excessive viscosity of existing polycarboxylic water reducers are solved. The preparation method can be carried out at normal temperature without a heat source, so the preparation method has the advantages of simple production device, reasonable process, simplicity in operation, high production efficiency, and suitableness for industrial production and promotion.

The invention discloses high strength concrete and its preparation method, and relates to the technical field of building materials. 1 m<3> of the high strength concrete comprises the following ingredients: 200-300 kg of ordinary Portland cement, 40-50 kg of mineral powder, 15-30 kg of rubber particles, 500-800 kg of fine aggregate, 600-900 kg of coarse aggregate, 20-60 kg of a concrete composite additive, 50-100 kg of polypropylene fiber, 100-200 kg of water, 45-90 kg of phosphorous slag powder, 2-3 kg of a corrosion inhibitor, 5-10 kg of a water reducing agent, and 10-20 kg of a reinforcing agent. According to the prepared concrete product, compressive strength is remarkably raised, cracks are minimized, and life of concrete structures is prolonged. In addition, the preparation method is simple, and production efficiency is high.

The invention relates to external wall decoration of a building and specifically relates to a decorative layer for a brown high-strength concrete decorative hanging plate. According to the scheme, the decorative layer is prepared from the following raw materials in parts by weight: 400-800 parts of cement, 710-950 parts of 10-40-mesh sand, 160-240 parts of 70-140-mesh sand, 110-260 parts of 325-mesh sand, 45-110 parts of a water reducer, 120-160 parts of water and 0-4 parts of pigment iron oxide brown. On the basis of the prior part, the matching form of cement base stock and multi-level specific sand is adopted, and the decorative layer can be tightly connected with the structural layer of an external wall hanging plate, so that the connecting strength can be greatly increased and the stripping can be avoided.

The invention discloses an allyloxypolyethyleneglycol type polycarboxylate water reducing agent and a method for preparing the same, wherein the water reducing agent is a polymer obtained through polymerization; the polymer comprises the following components in weight percentage: 30 to 50 percent of unsaturated polyoxyalkylene group ether monomer(a), 5 to 20 percent of unsaturated monocarboxylic acid and derivative monomer(b) of unsaturated monocarboxylic acid, 1 to 20 percent of unsaturated dicarboxylic acid(c) and 40 to 60 percent of water; the components undergo polymerization in a water solution at a temperature of between 45 and 70 DEG C in the presence of a redox initiator to form the water reducing agent. The polycarboxylate water reducing agent has the advantages of high conversion rate of reaction product, good cohesiveness and super high dispersibility and excellent performance when applied to high strength concrete.

The invention discloses a bridge erection method, which is a prefabricated pier-top beam method. The bridge erection method comprises the following steps of: casting at least two pier columns at intervals; prefabricating pier-top beams, and arranging transverse prestressing tendons in the prefabricated pier-top beams; after the setting of concrete, tensioning the transverse prestressing tendons; arranging supports at the tops of piers, hoisting the pier-top beams, arranging the pier-top beams at the tops of the piers, and temporarily fixedly connecting the pier-top beams and the pier columns by using steel plates and reinforcing steel bars; erecting prefabricated longitudinal deck beams on the pier-top beams; casting in-situ concrete joint surfaces on the end faces of the longitudinal deck beams and the lateral surfaces of the pier-top beams, and casting in-situ early-strength and high-strength concrete in the joint surfaces; after the setting of the concrete in the joint surfaces, tensioning longitudinal prestressing tendons of the longitudinal beams; and removing the steel plates and the reinforcing steel bars. The method greatly reduces the height of a structural building and reduces the deck elevation; and a freely supported structure is changed into a continuous structure by the cast-in-situ concrete so as to improve the integrity of a bridge, prolong the service life of the bridge, solve the problem of stress in construction stages and reduce the cost of engineering construction.