MXPA94000582A - Light concrete slab for building walls and process for the manufacturing of said slab - Google Patents

Abstract

The wall prefabricated concrete slab of the present invention comprises a suitable sizing so as to be manually loaded, placed and fixed, thereby eliminating the need of large invesments in transport and lifting equipment. The concrete slab of the present invention has a height corresponding to a floor level and includes elements integral therewith, which allows the longitudinal attachment thereof to other slabs and to the building foundation.

Description

SHEET I OF 6 CONCRETE SLAB PREFABRICATED TO BUILD WALLS; AND HIS CORRESPONDING CONSTRUCTIVE PROCEDURE INHERENT TO THE SAME SLAB. NAME OF THE INVENTOR: ING. ÓSCAR SILVESTRE CERDA HERNÁNDEZ NATIONALITY: MEXICAN. ADDRESS: LOYOLA No. 4153; COLONY CD. CHILDREN. CP 45040; GUADALAJARA, JAL., MEXICO; TEL: 647 02 61 RE S U M E N: THE CONCRETE SLAB, PREFABRICATED FOR WALLS, HAS A DIMENSIONING APPROPRIATE FOR LOADING, PLACING AND FIXING MANUALLY, WHICH ELIMINATES THE NEED FOR QUANTITY INVESTMENTS IN TRANSPORTATION EQUIPMENT AND ELEVATION; IT HAS THE CORRESPONDING HEIGHT AT A LEVEL OF INTERPRETATION AND IT HAS INTEGRATED ELEMENTS THAT ALLOW ITS LONGITUDINAL UNION WITH OTHER SLABS AND WITH THE FOUNDATION. DESCRIPTION: THE WALL SLAB IS MANUFACTURED WITH LIGHTWEIGHT ADDED CONCRETE AND A REINFORCEMENT OF ELECTROSOLDED MESH; IN FIGURE 1 ANNEX, SE SHOWS THE PERSPECTIVE OF THE "LOSA DE MURO" TYPE OBJECT OF THIS PATENT OF IMPROVEMENTS. THE EYELASHES CAN BE OBSERVED IN THE FIGURE LONGITUDINALS TO THE SIDES OF THE SLAB, IN THE TOP OVERHEAD TWO RODS THAT WILL ALLOW YOUR ANCHOR TO THE ROOF SLAB, IN THE PART BOTTOM, TWO "LEGS" ARE INDICATED THAT ALLOW TO AUTONAVE IT AND FIX IT THE FOUNDATION THROUGH A CONCRETE CHAIN.

SHEET 2 OF 6 IN FIGURE No. 2 APPEARS ON THE TOP THE GROUND FLOOR OF THE TYPE WALL SLAB, AND ON THE BOTTOM THE PLANT OF FOUR SLABS OF WALL INDICATING THEIR WAY OF COUPLING LONGGGTJDGNALLY. IN THE FIGURE No. 3 THE FRONTAL AND SIDE ELEVATIONS OF THE SAME SLAB OF WALL ARE PRESENTED. THIS TYPE WALL HAS A LONGITUDINAL "PESTAÑA" AT EACH EXTREME IDENTIFIED WITH NUMBER 16 IN FIGURES 2 AND 3. THESE TESTAINS CONSTITUTE THE MEANS THAT ALLOWS THE VERTICAL UNION OF THE SLABS. THE WALL TYPE OF THE WALL HAS TWO "LEGS" IDENTIFIED WITH THE NUMBER 15 IN THE FIGURES Nos. 2 AND 3, WHICH ARE FORMED BY SECTIONS OF TUBULAR PROFILE 3"X 3" CAL. 14, INTEGRATED TO THE SLAB THROUGH TWO ANCHORS OF ANGLE 1"x 1/8" x 25 CM. THESE "LEGS" SERVE TO STOP, AUTONOMIZE AND ANCHOR THE WALL SLABS TO THE FOUNDATION. ADDITIONALLY EACH SLAB CONTAINS A 1/2"DIAMETER ORANGE POLY DUCT AT THE CENTER OF THE SAME, AS SPECIFIED WITH No. 17 IN FIGURE No. 2. THIS POLYDUCT IS FOR USE IN THE ELECTRICAL INSTALLATION. CONSTRUCTION: a) THE FOUNDATION MUST BE CALCULATED, DESIGNED, AND BUILT LIKE ANY OTHER HOUSE ROOM, WITH THE ADDITIONAL REQUIREMENT TO ENSURE THAT THE TOP OF THE FOUNDATION IS CORRECTLY LEVELED, AS THE PREFABRICATED SLABS OF WALLS WILL BE DISPLACED IN THE SAME. b) AS WELL AS WITH TRADITIONAL HOUSING CONSTRUCTION SYSTEMS, THE MAIN REINFORCEMENT OF THE WALLS CORRESPONDS TO CORNER CASTLES, WHICH SHOULD BE DETERMINED BY STRUCTURAL CALCULATION AND WHOSE ARMOR MUST BE PREVIOUSLY ANCHORED IN THE FOUNDATION. EL No. 11 THE LOCATION OF THE ARMED.

PAGE 3 OF 6 THE DISTANCE BETWEEN CASTLES MUST RESPECT THE MODULATION OF THE WALL SLABS, WHICH IS 45 CM. CENTRO A CENTRO. ONCE THE CASTLES ARE ANCHORED, ONE OF THE BACKS OR FACE OF THE CIMBRA OF THE DESPLANT CHAIN MUST BE FIXED, AS SHOWN IN FIGURE No. 5 IDENTIFIED WITH THE NUMBER 2. THIS BACKUP IS FORMED BY A MONTEN CHANNEL "8MT14", WHICH ARE ASSEMBLED BY THIS CHANNEL TO THE ARMED OF THEIR CORRESPONDING CASTLES. c) ONE OF THE MAIN CHARACTERISTICS OF THIS SYSTEM, IS THE POSSIBILITY OF LOADING AND PLACING THE SLABS OF WALL, THROUGH QUADRILLAS OF FOUR PEOPLE, THE SLABS ARE RAISED AND TRANSPORTED PLACING APPROPRIATE SUPPORTS IN EACH OF THE EXTREMES OF THE SLAB, SE DOWNLOAD ON THE SITE THAT CORRESPONDS TO YOU; THE BOTTOM OF THE SLAB IS SUPPORTED DIRECTLY ON THEIR DESPLANT AND STICKED TO THE CHANNEL MOUNT THAT POINTS ITS ALIGNMENT. SUBSEQUENTLY RISES MANUALLY, SHOULD BE PLUMBED AND STANDED TO NOT LOSE ITS VERTICALITY, AS INDICATED IN FIGURE No. 4 d) ANCHORING THE WALL SLABS TO THE FOUNDATION: ONCE THROUGH TWO ADJACENT WALL SLABS AND LOCATED IN THE DESPLANT THAT IT IS CORRESPONDED, IT IS LIKELY TO FIX THE FAULTY FACE OF THE CIMENTO CHAIN; THE CIMBRA OF THE MISSING FACE IS FORMED BY A HORIZONTAL SECTION OF TUBULAR PROFILE 4"x 2" x 44.5 CM IDENTIFIED WITH NUMBER 8 IN FIGURES 5 AND 6. TO THIS HORIZONTAL SECTION TWO "VERTICAL SEPARATORS" ARE IDENTIFIED WITH THE NUMBER 3 IN FIGURES Nos. 5 AND 6, MANUFACTURED WITH PROFILES OF 3"x 1.5" x 10 CM. THESE "SEPARATORS" ALLOWS TO INTRODUCE LATERALLY THE CONCRETE OF THE LEAF CHAIN 4 OF 6 FOUNDATION. ON THE SAME FIGURE No. 6 IS IDENTIFIED WITH NUMBER 4 THE "MOORING" USING RECOATED WIRE No. 18; WHICH ALLOWS JOINING BOTH SIDES OF THE CIMBRA OF THE CIMIENTO CHAIN USING A CIMBRA SEPARATOR AT THE BOTTOM, IDENTIFIED WITH NUMBER 7 IN FIGURE No. 6. THE FOLLOWING SLAB OF MURO AND ITS FIXED IS CONTINUED CORRESPONDING SECTION OF CIMBRA OF ANCHORAGE TO THE FOUNDATION. ONCE PLACED ALL THE SLABS THAT INTEGRATE A WALL, A ROD OF 5/16"AR42. IS RUN IN THE BOTTOM OF ALL THE WALL SLABS CROSSING BY THE CENTER OF THE PROFILES THAT WORK AS" LEGS ", AS INDICATED BY THE NUMBER 6 IN FIGURE No. 6, THIS ROD IS FORMED BY SQUADS THAT MEET THE ACL NORMS TO ANCHOR IN THE CORNER CASTLES, BEFORE PLACING THE FOUNDATION CHAIN, THE CORRESPONDING HOSES OF THE ELECTRICAL CHANNEL MUST BE CONNECTED AT THE BOTTOM. ONCE VERIFIED THE ALIGNMENT AND THE "LEAD" OF THE SLABS OF WALL, IT IS POSITIONED TO PLACE THE CONCRETE OF THE FOUNDATION CHAIN THROUGH THE "WINDOWS" THAT ARE FORMED IN THE CIMBRA OF THE "CHAIN" SIGNED THROUGH THE NUMBER 5 IN THE FIGURES Nos: 5 AND 6, WHICH ENDES THE "ANCHOR" OF THE WALL SLABS e) "CORNER CASTLES" AND "CASTLES OF VERTICAL UNION BETWEEN SLABS": THE CORNER CASTLES ARE CIMBRAN AND CUELAN OF THE SAME WAY THAT TRADITIONAL SYSTEMS WE CAN USE METALLIC PLANTS. "THE CASTLES OF VERTICAL UNION BETWEEN SLABS OF WALLS" ARE IDENTIFIED IN PLANT IVlEDIANTE THE NUMBER 18 IN FIGURE No. 2; THESE ARE OBTAINED SIMPLY BY FILLING WITH A FLUID CONCRETE THE LOTS, WHICH HAVE AN APPROXIMATE OBLIQUE SECTION OF 4 X 4 CMS.

Claims (1)

1. SHEET 5 OF 6 FOR WALLS OF DOORS THE SAME WALL MODULES ARE USED, BUT WITHOUT THE "LONGITUDINAL TABLES" AND FOR THE WINDOWS OF WINDOWS, CUTTED WALL MODULES ARE USED WHERE THEY HAVE A UPPER UPPER STRING CHAIN CORNER CASTLES AND "LONGITUDINAL UNION", THE WALLS ARE CONCLUDED WITH THE INTEGRAL FLAT OF ITS MANUFACTURING, WITH THE WALLS AND NOZZLES OF DOORS AND WINDOWS READY TO RECEIVE THE CANCELLATION, AND WITH THE CHANNELING OF THE ELECTRICAL INSTALLATION OF THE FINISHED WALLS. CLAIM: AS A REFERENCE FRAME THIS SYSTEM HAS A "INTERMEDIATE" DEGREE OF PREFABRICATION; SUITABLE FOR THE MEXICAN ENVIRONMENT BECAUSE IT USES HIGHEST NATIONAL SUPPLIES, AND BECAUSE ITS SLABS ARE SMALL SIZE THAT ALLOWS TO TRANSPORT AND MANUALLY PLACED; WITH WHICH CRANES AND MAJOR INVESTMENTS OF EQUIPMENT AND INFRASTRUCTURE ARE AVOIDED. IN ADDITION, ITS THERMAL, ACOUSTIC, RESISTANCE, INCOMBUSTABILITY AND DURABILITY PROPERTIES OFFER A RELIABLE NORMATIZED PRODUCT. SIMPLY WITH TWO TEAMS OF 4 PEOPLE THE CHAINS AND CASTLES ARE LIFTED, LIFTED AND COLLECTED CORRESPONDING TO A HOUSE-ROOM OF THE ORDER OF 100 M2 IN THREE DAYS. THE MAIN BENEFITS CORRESPOND TO: - DECREASE OF WEEK TIME OF 1 WEEK PER HOUSE OF 100 M2 - DECREASE OF COSTS OF: a) SUPERVISION, CONTROL OF MATERIALS; OF LABOR AND IN GENERAL OF INDIRECT COSTS. b) WASTE OF MATERIALS. c) GROUNDS OF INSTALLATIONS. AND ITS CORRESPONDING RESANES. SHEET 6 OF 6 d) DECREASE OF THE COST OF WALLS OF WALLS; SINCE THE PREFABRICATED WALLS HAVE A TERSA APPEARANCE THAT IMPROVES WITH A LIGHT "EMPLASTECIDA" e) DECREASE OF COSTS OF EMBOQUILLADO OF DOORS AND WINDOWS. f) FINANCIAL SAVINGS FOR LESS PERIOD OF EXECUTION. WITH THE PREVIOUS REFERENCE FRAMEWORK, IT IS REPRESENTING THE FOLLOWING WITH THIS "PATENT OF IMPROVEMENTS" AS IT HAS BEEN DESCRIBED AND ILLUSTRATED: '- THE DESIGN OF THE SLAB OF THE WALL 2.- ITS SYSTEM OF ANCHORING THE SLABS OF THE WALL THE FOUNDATION, THAT YOU ALLOW AUTONIVELARSE AND PLACED RAPIDLY. 3. - YOUR SYSTEM OF LONGITUDINAL UNION BETWEEN SLABS OF WALLS. IN WITNESS OF THE FOREGOING I SIGN THE PRESENT IN THE CITY OF GUADALAJARA, JALISCO, BEING THE DAY 15 OF THE MONTH OF DECEMBER 1993. THE INVENTOR: ÓSCAR S. CERDA HERNÁNDEZ.