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244 results about "Stone wall" patented technology

Stone walls are a kind of masonry construction that has been used for thousands of years. The first stone walls were constructed by farmers and primitive people by piling loose field stones into a dry stone wall. Later, mortar and plaster were used, especially in the construction of city walls, castles, and other fortifications before and during the Middle Ages. These stone walls are spread throughout the world in different forms. One of the best example is the Cyclopean Wall in Rajgir, India.

Top breaking gob-side entry retaining method for tender roofs

InactiveCN104929666ACollapse accident preventionAvoid damageUnderground chambersMine roof capsShotcreteStone wall
The invention discloses a top breaking gob-side entry retaining method for tender roofs. The top breaking gob-side entry retaining method includes steps of firstly, reinforcing and supporting the tender roofs of roadways jointly supported by original anchor meshes and cables or supported by sheds; secondly, laying wire meshes on gob sides; thirdly, preliminarily breaking the roofs of the roadways on the gob sides; fourthly, piling up preliminarily broken caved gangue until the caved gangue reaches rock of upper-end hard roofs to form gangue piled walls; fifthly, burying perforated grouting pipes in the formed gangue walls, spraying concrete on the surfaces of the wire meshes and the surfaces of the gangue walls to form concrete sprayed supporting layers; sixthly, injecting concrete grout in each preliminarily buried grouting steel pipe by the aid of a grouting pump after the concrete sprayed supporting layers are solidified; seventhly, sequentially detaching falling preventing devices and dense reinforcing columns along with advancing of working faces; eighthly, reinforcing and supporting the roofs under special conditions. The top breaking gob-side entry retaining method has the advantages that active bearing supporting effects can be realized for inherent characteristics of the tender roofs, supporting forms are simple, the cost is low, and entry retaining effects can be efficiently realized.
Owner:CHINA UNIV OF MINING & TECH

Flexible tapestry brick of external wall outer insulation system and production method thereof

The invention discloses a flexible decorated brick for exterior wall insulation system, mainly comprising main-body bricks or a composite surface coating of main-body bricks. The main-body brick formula contains major components of soil and acrylic emulsion, and further contains dispersant, softening agent, coloring agent, flame retardant, antifreeze and water according to different product performance requirements. The surface coating formula contains the main components of metal powder or a compound powder of more than two kinds of non-metallic powder or metal powder and acrylic emulsion and further contains dispersant, softening agent, coloring agent, flame retardant, antifreeze and water according to the needs of different product performances. The product of the invention is light-weighted, freeze-thaw resistance, anti-aging, high in bond strength, flexible and good in water-repellent and permeability, the pollution resistance of which is equivalent to that of polished tiles and the color of which is as rich as the paint and the appearance of which can be made into a decorative texture of metal curtain walls, stone walls, ceramic, wood, leather or cloth. Particularly, the inventive product has an excellent compatibility with the exterior insulation system, suitable for the decorated layer of the exterior insulation system. In addition, the inventive product avoids using the clay resource which is in shortage as the main production raw material and is a low-cost, environment-friendly flexible decorated material with high performance for exterior wall insulation system.
Owner:石磊

Anchoring framework to a masonry wall

An upper framed portion of a building structure may be anchored to a lower masonry wall by using a conventional concrete anchor and an anchor retainer. The anchor retainer may have a body portion longer than the width of the wall and both upper and lower reference surfaces. An anchor retainer assembly is temporarily formed by inserting the anchor through a throughhole in the retainer body so that the threaded upper portion of the anchor extends above the upper reference surface of the retainer by a first selected height, so as to leave enough of the threaded end exposed above the retainer for at least one nut to be securely attached to the anchor. No unthreaded portion of the anchor extends above the lower reference surface by more than a second amount that is generally selected to be equal to the actual thickness of the framing member, so as to ensure that no substantial unthreaded portion of the anchor can extend above that member.
Owner:DEMING RICHARD ALLEN

Plant configuration and ecological engineering technology for embankment

The present invention relates to the embankment protection in water conservancy and hydroelectric power system, especially inner slope in water reservoir. The plant configuration and ecological engineering technology of the present invention is superior to traditional concrete, laid stone wall, anchor pile and other traditional rigid means, which are lack of ecological effect of purifying water and lasting effect, and superior to available biological engineering means with non ideal effect. The present invention is one ecological engineering technology with vetiver as main body and other plant variety, and has superior ecological effect, lasting slope protection effect, low cost and simple construction process.
Owner:SOUTH CHINA PLANT INST CHINESE ACAD OF SCI +1

Masonry anchoring system

A masonry anchor system is disclosed for anchoring two spaced apart masonry walls together to form a single wall structure. The masonry anchor system includes a ladder or truss type support frame for positioning on top of a mortar joint in one wall, and a connecting bracket having a pair of elongate arms connected by a cross-member affixed to the support frame. The cross-member is curved to provide two spaced apart points on the cross-member for contacting the support frame and affixing the cross-member thereto. The elongate arms extend transversely from the support frame and are sized to extend into the space between the two walls. Each of the arms have an eye portion formed at the end opposite the cross-member to receive a connecting member connected to the second wall. The support frame and the bracket reside in the same horizontal plane.
Owner:MASONRY REINFORCING OF AMERICA

Artificial stone siding product

An artificial stone siding product for use as siding for homes, commercial buildings, and other structures, as well as for hearths, mantles, and other similar indoor structures, is provided. The artificial stone siding product includes a stone body cast of a cement aggregate and having an outer visible surface area shaped and colored to resemble real stone. An integral mounting support extends from at least one edge of the stone body. The mounting support allows the attachment of the artificial stone siding product to a surface of a wall using fasteners inserted through apertures defined by the support. The artificial stone siding product may be used to quickly and easily construct a stone wall by mounting a plurality of the artificial stone siding products to the exterior of a wall in much the same way as standard siding.
Owner:SILVERMINE STONE SIDING LLC

Vertical pres-stressed anchor rod gravity-type composite retaining wall and method for designing and constructing retaining wall

The invention relates to the technical field of geotechnical engineering disaster prevention and control, in particular to a vertical pre-stress anchor rod gravity-type composite retaining wall which comprises a mortar building block stone wall arranged on a bed rock layer. Anchor holes are formed in the mortar building block stone wall and the bed rock layer in the vertical direction. An anchor rod is arranged inside each anchor hole. Cement mortar is filled between the anchor rod and the anchor holes. A concrete anchor beam is arranged at the top end of each anchor hole. The concrete anchor beams are arranged at the upper end of the mortar building block stone wall. A concrete anchor head is arranged on each concrete anchor beam. Compared with a traditional gravity-type retaining wall, the vertical pre-stress anchor rod gravity-type composite retaining wall has the advantages that elastic retraction of the anchor rods is utilized for applying pre-stressing force on the wall body, the weight of retaining wall masonry can be replaced, the sectional size of the retaining wall is reduced, and the integrality and the shearing strength of the wall body of the retaining wall are strengthened.
Owner:QINGDAO TECHNOLOGICAL UNIVERSITY

Masonry bracket, system and construction method

The present invention provides a masonry wall reinforcing bracket (2) comprising an elongate inter-course shear transfer member (4), the shear transfer member (4) comprising a rebar cradling feature (6). The shear transfer member (4) may further comprise a plate (5) operative to be located within at least a perpend (22) of a masonry wall (10). The bracket may further comprise a supporting member (28) that protrudes perpendicularly from the length of the shear transfer member (4). The supporting member (28) may comprises a plate operative to be located within a bed joint (24) of the masonry wall (10). The supporting member (28) may be a stabilising foot. The rebars and brackets are used in a bond beam (10) system incorporated within the wall (10).
Owner:WEMBLEY INNOVATION

Architecture art embossment stone wall surface dried hanging structure and construction method thereof

ActiveCN101413334AThe dry hanging method is firm, safe and reliableSimple construction processCovering/liningsStone wallKeel
The invention discloses a dry hanging structure for a building art relief sculpture stone wall surface and a construction method. The dry hanging structure comprises a vertical keel, a horizontal keel and relief sculpture stone plates, and is characterized in that the vertical keel is fixed with a preembedded piece; the horizontal keel is fixed with the vertical keel through a corner connector, and is provided with an upper hook; the periphery of the rear side of each relief sculpture stone plate is provided with auxiliary frames, the upper auxiliary frame is provided with a hook which is exposed outside the rear side of the relief sculpture stone plate, and is welded with a positioning pin, the lower auxiliary frame is welded with a positioning hole, the hook of the upper auxiliary frame of the relief sculpture stone plate is hooked on the upper hook of the horizontal keel, wherein the positioning hole of the lower auxiliary frame of the relief sculpture stone plate at the upper part is sleeved on the positioning pin on the upper auxiliary frame on the relief sculpture stone plate at the adjacent lower part for coordination positioning. The construction method comprises the following steps: firstly, the whole relief sculpture wall surface is decomposed into a plurality of relief sculpture stone plates which are favorable for the construction, and then the relief sculpture stone plates are numbered. The periphery of each stone plate is provided with the auxiliary frames, and the stone plates form the relief sculpture wall surface with the horizontal keel by adopting a mode of the upper hook, the lower pin, and hole inserting positioning. The dry hanging structure has the advantages of firmness, safety, reliability, and simple construction technology.
Owner:FUJIAN LIUJIAN GRP

Reinforcing method for improving earthquake resistance of stone structure buildings

The invention discloses a reinforcing method for improving earthquake resistance of stone structure buildings. The method is realized by the following scheme: closed cast-in-place reinforced concrete inner ring beams are poured around the bottom surface of the floor system of a stone structure building, and the stirrups of the closed cast-in-place reinforced concrete inner ring beams are anchored on the bar stone on the top of the stone wall of the stone structure building so that the inner ring beams, the stone wall and the floor system form an integer. Due to the scheme, the invention has the following advantages that: (1) with high strength, the granite bar stone can provide enough anchoring strength for the inner ring beams; and because of the large size and rough interface of the bar stone, close connection and tying action of the latterly added inner ring beams and the bar stone are facilitated so as to form a combined ring beam which plays a good role in enhancing the building integrity and the tying action between the longitudinal and transverse walls; (2) the stirrups of the inner ring beams also have functions of tying shear connectors and erecting longitudinal steel bars; and (3) the inner ring beams increase the support length of prefabricated floor plates or stone floor plates, reduce the calculation length and therefore enhance the integrity of the floor system as well as the bearing capability and collapse resistance of the floor system.
Owner:HUAQIAO UNIVERSITY
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