WO2012141399A1 - Appareil permettant de fabriquer un poteau électrique en béton doté de plateaux supérieur et inférieur améliorés et procédé permettant de fabriquer le poteau électrique à l'aide de celui-ci - Google Patents

Appareil permettant de fabriquer un poteau électrique en béton doté de plateaux supérieur et inférieur améliorés et procédé permettant de fabriquer le poteau électrique à l'aide de celui-ci Download PDF

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Publication number
WO2012141399A1
WO2012141399A1 PCT/KR2011/008198 KR2011008198W WO2012141399A1 WO 2012141399 A1 WO2012141399 A1 WO 2012141399A1 KR 2011008198 W KR2011008198 W KR 2011008198W WO 2012141399 A1 WO2012141399 A1 WO 2012141399A1
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WO
WIPO (PCT)
Prior art keywords
tension
plate
spherical
horseshoe
mortar
Prior art date
Application number
PCT/KR2011/008198
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English (en)
Korean (ko)
Inventor
공정호
Original Assignee
Kong Jung Ho
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kong Jung Ho filed Critical Kong Jung Ho
Publication of WO2012141399A1 publication Critical patent/WO2012141399A1/fr

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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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • B28B23/06—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed for the production of elongated articles
    • 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
    • B28B21/00—Methods or machines specially adapted for the production of tubular articles
    • B28B21/02—Methods or machines specially adapted for the production of tubular articles by casting into moulds
    • B28B21/10—Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means
    • B28B21/22—Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts
    • 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
    • B28B21/00—Methods or machines specially adapted for the production of tubular articles
    • B28B21/02—Methods or machines specially adapted for the production of tubular articles by casting into moulds
    • B28B21/10—Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means
    • B28B21/22—Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts
    • B28B21/30—Centrifugal moulding
    • 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
    • B28B21/00—Methods or machines specially adapted for the production of tubular articles
    • B28B21/02—Methods or machines specially adapted for the production of tubular articles by casting into moulds
    • B28B21/10—Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means
    • B28B21/22—Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts
    • B28B21/30—Centrifugal moulding
    • B28B21/32—Feeding the material into the moulds
    • 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • B28B23/10—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed the shaping being effected by centrifugal or rotational moulding

Definitions

  • the present invention relates to an apparatus for manufacturing a concrete pole pole and an improved concrete pole pole, and a method for manufacturing a pole pole using the same, and a structure to compensate for the shortage of concrete mortar on the horse sphere caused by the compaction by centrifugal force, and one conventional circle.
  • the present invention relates to a structure that facilitates assembly and disassembly work by dividing weight while dividing into two spherical tension plates and spherical support plates.
  • the tension hinge bolts are inserted into the insertion grooves on the spherical side and the spherical side to fix both ends of the tension muscle, and the direction of the tension hinge bolts coincides with the placement direction of the tension muscle. It relates to a structure that minimizes the loss.
  • the present invention relates to a conventional concept in which the sphere side is the fixed side, the horseshoe side is the tension side, and the new concept in which the spheres are the tension side and the horseshoe side is the fixed side.
  • the present invention is divided into two circular tension plate and a circular support plate
  • the weight of the present invention is divided into two circular tension plates and a circular support plate, so that the handling is easy and the assembly and disassembly work is efficient, and the assembly structure is stable. It is a useful technique in the field of production technology.
  • Jeonju is a concrete product with a tension bar inserted. Tensile force is applied to the tensile muscles.
  • Jeonju's shape is usually called the base buried in the basement and the opposite air side.
  • the inside of the pole is hollowed out.
  • the diameter of the sphere is large, and the diameter of the sphere is small.
  • Concrete pole is manufactured by centrifugal force.
  • the tensile muscles are long and extended over the sphere and the horse sphere.
  • Tensile muscles are located between the sphere of the finished concrete pole and the concrete thickness of the sphere.
  • the diameter of the sphere is smaller than that of the sphere, it is more difficult for the reinforcement of the tensile muscle than the sphere.
  • the tensile force is applied to the tension muscles by the tension device, and concrete mortar is introduced into the mold in this state. At this time, the slump of concrete mortar is zero.
  • Centrifugal force is applied to the mold.
  • the concrete mortar adheres to the mold by centrifugal force, and a hollow part thereof is formed at the center thereof.
  • the concrete thickness of the sphere and the horse sphere in which the hollow part is formed is the same.
  • the central axis of centrifugal force is the central axis of the sphere and the horse sphere.
  • the central axis of the centrifugal force is the central axis of the mold and its central axis is a horizontal line.
  • the bottom of the sphere is located below the bottom of the sphere.
  • the concrete mortar of the mold is gravity-driven from the top side to the bottom side. This is because the pole is inclined downward from the end to the sphere.
  • the slope of the pole is usually 1/75 with respect to the central axis.
  • the central axis of the centrifugal force is a horizontal line connecting the central axis of the sphere and the sphere, and since the concrete thickness of the sphere and the sphere is the same, the concrete mortar of the sphere side in the mold is directed to the sphere side by gravity due to the slope of the pole.
  • Concrete mortar is attached to the mold wall, but the concrete mortar is insufficient in the hollow part opposite the mold wall. This causes the coating thickness of the tensile muscles not to meet the specification, or even the tensile muscles are exposed.
  • Diameter ⁇ of the sphere 403 mm
  • the concrete thickness T on the horseshoe side was reduced to 40 mm by 15 mm.
  • the concrete thickness T 55mm was taken into account at least the concrete coating thickness of the horse's tensile muscles, 40mm is not enough as the coating thickness of the tensile muscles.
  • the prior art-1 of FIGS. 1 and 2 relates to a manufacturing method and a manufacturing apparatus of the pole of Patent No. 10-0376818.
  • a tension root 64 is disposed in the mold 20, and one end of the tension root 64 is provided by the tension nut 300 on the spherical tension root fixing plate 34 and the other end of the tension root fixing plate 44. It is fixed
  • the tension root 64 inserted into the horse plate 40 is inserted and fixed to the bolt hole 440 of the horse plate 40 as shown in FIG.
  • the tension of the tensile muscles 64 is a method of applying tension to the tension muscles 64 by moving the horseshoe plate 40 a certain distance while one end of the tension muscles 64 is fixed to the spherical tension muscle fixation plate 34. .
  • connection ring 200 Means for moving the horse plate 40 is a connection ring 200 and the tension shaft 50 as shown in FIG.
  • the connection ring 200 is also connected to the horse plate 40 at the same time. That is, the connection ring 200 has a structure in which the tension root 64 penetrates the bolt hole 440 and is simultaneously connected with the horse plate 40 fixed by the tension nut 300.
  • the tension axis 50 is an axis connected with the hydraulic pressure.
  • connection ring 200 is positioned between the horse plate 40 and the tensile shaft 50 to transfer the tensile force of the tensile shaft 50 to the connection ring 200, and the tensile force transmitted again is the horse plate 40 By transferring to the horse plate 40 by moving a predetermined distance to give a tensile force to the tension root (64).
  • Reference numerals related to the prior art-1 of FIG. 1, 14 is a word, 20 is a mold, 23 is a circle, 30 is a circle plate, 32 is a sphere tension plate, 46 is a copper plate, 52 is a nut, 220 is a hook groove, 420,422 Is a hanger
  • the prior art-2 relates to a manufacturing apparatus and a manufacturing method of the pole of Patent No. 10-0766425. 3 and 4 are shown.
  • the prior art-2 differs only from the improvement of the configuration of the horseshoe plate 40 to which the tension root 64 is fixed while using the prior art-1 as it is, as follows.
  • the horse plate 40 of the prior art-2 has a circular space 400 is formed in the center, the size of the circular space 400 is almost similar to the size of the inner space of the electric pole (100).
  • Tensile muscle guide fixing hole 440 is formed on the outer wall of the circular space 400. The length of the guide fixing hole 440 is determined by the design position of the tensile muscle 64. Since the width of the guide fixing hole 440 should be such that the tension root 64 can be inserted freely, it is generally slightly larger than the diameter of the tension muscle 64.
  • the horseshoe plate 40 and the horseshoe plate 40 are fixed to the horseshoe plate 40 and the horseshoe plate 40 is fixed to the horseshoe plate 40 is fixed to the horseshoe plate upper cover 74 is installed. Fixing of the horseshoe fixing plate bottom cover 72 and the horseshoe fixing plate top cover 74 is fixed by the horseshoe fixing plate fixing cover fastening nut 350 by inserting the cover fixing rod 48.
  • a bottom cover 72 and a horse stop plate top cover 74 are installed, and a cover fixing rod 48 is provided. (See Fig. 4) There is no space at all in the bottom cover 72 and the top cover 74 of the horse holding plate, and there is no structure to fill the shortage of concrete mortar. .
  • FIGS. 3 and 4 are the same as in the prior art-1 and will be omitted.
  • 2A is a support flange of the spherical mold
  • B is a support flange of the spherical mold.
  • the circular structure of Fig. 3 is composed of a flange plate (A) of a circle mold and a single circle plate (30), while the flange (A) of the mold and the circle plate (30) are assembled and fixed by fastening bolts.
  • tension root 64 is fixed to the spherical plate 30.
  • the other end of the tension root 64 is fixed to the horse plate 40.
  • FIG. 3 does not show a fastening bolt for assembling and fixing the mold flange A and the one-piece disk 30.
  • the mold flange A and the spherical plate 30 are assembled and fixed by fastening bolts. This is to facilitate the dismantling of the original plate 30 in the mold flange (A) when demolding.
  • the weight of the spherical plate 30 is usually 40 kg or more.
  • Lifting or disassembling and re-mounting the disc 30 or more than 30kg in order to assemble to the mold flange (A) is generally a work-dependent work, so the workability is significantly reduced due to its weight There is this. This is problem-2 on the sphere side.
  • the tension root 64 fixed to the disk plate 30 should be in line with the insertion groove of the disk plate 30. This is because when the tension root 64 has a very small inclination angle that is not in line with the insertion groove, a loss of tensile force occurs due to the frictional force caused by the tension force applied to the tension root 64.
  • Fig. 1 is also assembled and fixed to the spherical plate 30 by fastening bolts to the mold flange A as shown in Fig. 2 while having the original spherical plate 30 as shown in Fig. 2.
  • the difference from FIG. 2 differs only in that the sphere tension plate 32 is separately added to the sphere plate 30.
  • FIG. 2 is a problem because the spherical tension plate 32 is added separately, which is more heavy and the insertion of the tensile muscle 64 becomes more difficult.
  • the technical force is concentrated in arranging and fixing the tension muscles on the horse plate.
  • the length of the pole is proportional to the number of tensile muscles.
  • the inclination of 1/75 is the side on which the inclined side is inclined, and the incidence side is inclined. It is easy on the horse's side to apply tension to the tension muscles and make the slope easier. For this reason, the tension is usually done on the horseshoe side and the fixing is usually done on the spherical side.
  • the present invention predicts the deficiency of the concrete mortar on the horseshoe side caused by the compaction by centrifugal force in the manufacturing process of the concrete pole in advance, first by applying a preliminary centrifugal force to the molds to reach the horseshoe shortage state and then It stops and fills the lack of concrete mortar on the horse's side, and puts regular centrifugal force on the mold to make the finished horse's coating thickness become the design thickness. It is easy to handle assembling and disassembling work by dividing the weight into the support plate, and the assembly and disassembly structure is also formed to facilitate assembly and disassembly while sufficiently supporting the tensile force of the tensile muscle. Easily install and demold molds by easy installation of tensile muscles and assembly and disassembly of molds Its purpose is to make it an enemy
  • the present invention is to solve the problem--1 of the sphere side of the one-weight body while at the same time to solve the problem--1 on the horseshoe side of the coating thickness is insufficient due to the lack of concrete mortar on the horseshoe by centrifugal force.
  • the slope of the pole is 1/75, so the lack of concrete mortar is always the smaller diameter.
  • the smaller diameter is a sphere
  • the larger diameter is a sphere.
  • the ground is the sphere and the other side is the other side.
  • a tension root 64 is disposed in the mold 20 in which the spherical side support flange A and the spherical side support flange B are formed, and one end of the tension root 64 is fixed to the spherical side, and the other end is tensioned.
  • the tension root 64 is tensioned by the tension on the horseshoe side, the concrete mortar into the mold and then centrifugal force applied to the mold to produce a concrete pole
  • the horse plate 510 Is formed on the horse plate 510 to form the mortar inserting space portion 514, and the horseshoe plate 520 forming the mortar insert space portion 540 integrally, but the horse plate 510 is While having a tension bolt insertion groove 512 into which the tension bolt 700A is inserted at the lower end of the part 520, it is formed at right angles with the horseshoe plate 520 toward the mortar insertion large space part 540, and the horseshoe plate ( 520 has a mortar insertion large space portion 540 therein, and a length adjusting spiral portion 522 is formed long in the outer portion, the tool insertion groove 610 and the spiral portion 620 in the adjustment spiral portion 522 ) Is formed horseshoe tension fixing nut 600 is inserted, the tension on the upper end of the horseshoe tension plate 520 While the device fastening part 530 is integrally formed at right angles to the horseshoe plate 520 toward the outside of the mortar insertion large space part 540, the protrusion part 532 and the insertion part 534 are
  • the lower portion of the support plate (900A) of the flange contact surface 912 is in contact with the flange support surface (A) and the edge fixed support jaw (914) along the boundary surface of the mold 20 And a mortar contact surface 916, and a fastening surface 920 having a bolt insertion groove 922, an inclined surface 932, and a pressing surface 930 at the upper portion of the spherical support plate 900A.
  • the vertical surface 934 is formed sequentially, and is also inserted into the mass study 910 of the sphere support plate 900A.
  • the spherical tension plate (900B) is a welding plate (970) fixed to the small hollow portion 950, the clamping plate (970), the fastening fixing portion (952) formed with a tension bolt insertion groove 954, the pressing portion (960) And the vertical inserting portion 962 and the mortar contact portion 964 and the inner vertical portion 966 are sequentially formed, and the support plate 900A fixed to the support flange A by the fixing bolt 924. While inserting and assembling the vertical inserting portion 962 of the cylindrical tension plate 900B in the mass study, the fixation of the cylindrical tension plate 900B is firmly fixed by the tension force of the tensile muscle 64. An improved concrete pole making device.
  • the hinge portion 720 has an insertion portion 730 and a head portion 710 in the tension bolt insertion groove 512 of the horse plate 510 and the tension bolt insertion groove 954 of the spherical tension plate 900B.
  • the hinge grooves 516 and 956 are formed at positions corresponding to the hinge portion 720 so that the formed tension hinge bolts 700 can be inserted, but the hinge grooves 516 and 956 are circular in shape and have tension bolts. It is formed to be perpendicular to the insertion grooves (512, 954).
  • the direction of the tension bolt insertion groove 512 of the horseshoe plate 510 and the tension bolt insertion groove 954 of the spherical tension plate 900B coincides with the inclination direction of the tension root 64.
  • the locking portion 820 having the exhaust hole 830 and the rubber cap 800 having the insertion portion 810 are inserted into the mortar insertion space portion 514 formed by the horse plate 510.
  • a blocking plate 970 welded and fixed to the small hollow part 950 is formed, and A circular hole 970a is formed in the center.
  • a tension root 64 is disposed in the mold 20 in which the spherical side support flange A and the spherical side support flange B are formed, and one end of the tension root 64 is fixed to the spherical side, and the other end is fixed.
  • the tension root 64 is tensioned by the tension on the spherical side, the concrete mortar into the mold and then centrifugal force applied to the mold to produce a concrete pole
  • the protruding portion 532 and the inserting portion 534 are formed alternately, the prefabricated structure structure Q, in which the spherical tension plate and the spherical support plate are divided on the horseshoe side, the spherical support plate 900A having a public ball 910 and Divided into a spherical tension plate (900B) having a small hollow portion 950, but the structure of the spherical support plate (900A) consists of a lower portion and an upper portion, the lower flange of the spherical side support flange (A) in the lower portion of the spherical support plate (900A) It is formed of the edge fixing support jaw 914 and the mortar contact surface 916 along the interface between the contact surface 912 and the mold 20, the bolt insertion groove 922 on the upper surface of the sphere support plate (900A) Fastening surface 920 and the inclined surface 932 and the pressing surface 930 and the vertical surface 934 The fastening fixing portion 952 and the pressing portion 960
  • the hinge portion 720 has an insertion portion 730 and a head portion 710 in the tension bolt insertion groove 512 of the horse plate 510 and the tension bolt insertion groove 954 of the spherical tension plate 900B.
  • the hinge grooves 516 and 956 are formed at positions corresponding to the hinge portion 720 so that the formed tension hinge bolts 700 can be inserted, but the hinge grooves 516 and 956 are circular in shape and have tension bolts. It is formed to be perpendicular to the insertion grooves (512, 954).
  • the direction of the tension bolt insertion groove 512 of the horseshoe plate 510 and the tension bolt insertion groove 954 of the spherical tension plate 900B coincides with the inclination direction of the tension root 64.
  • a rubber cap 800 having a catching portion 820 having an exhaust hole 830 and an inserting portion 810 is inserted.
  • the central circular hole 515a of the blocking plate 515 blocking the mortar insertion space portion 514 of the horseshoe tension plate structure (P) formed integrally with the horseshoe plate, and the spherical tension plate and the support plate are divided on the horseshoe side.
  • the small hollow portions 950 of the spherical tensile plate 900B of the prefabricated spherical structure Q pass through each other. This is because the rubber cap 800 inserted into the mortar insertion space portion 514 is removed during curing. Not only the curing quality of concrete pole is excellent, but the curing time of 8 hours can be shortened by 1 hour or more, and the energy is greatly reduced.
  • the present invention predicts the deficiency of the concrete mortar on the horseshoe side caused by the compaction by the centrifugal force in the manufacturing process of the concrete pole in advance, and first, by applying a preliminary centrifugal force to the molds to reach the horseshoe shortage state and then stop the molds. Since the side is filled with insufficient concrete mortar, there is an effect that the cover thickness of the horseshoe side becomes the design thickness.
  • the tension-bearing force of the tension muscle can be minimized by forming the tension-muscle insertion groove of the horse plate to match the inclination of the tension muscle. have.
  • the structure is simple, but it is easy to impart a tensile force to the tensile muscle, and at the same time, the mortar deficiency on the horseshoe side can be easily introduced.
  • the present invention is divided into two circular tension plate and circular support plate, unlike the conventional circular plate, it is easy to handle the assembly and disassembly work by the divided weight, and the assembly and disassembly structure is also tensioned. It is easy to assemble and dismantle while sufficiently supporting the tensile force of the muscle, and it is easy to install the tensile muscle on the spherical tension plate and to assemble and disassemble the mold, so that the mold can be efficiently installed and demolded.
  • FIG. 1 is a cross-sectional view and a partially enlarged view showing the configuration of a conventional pole production apparatus
  • FIG. 2 is an exploded perspective view showing the configuration of the connecting means applied to FIG.
  • Fig. 3 is a cutaway sectional view and a partial enlarged view showing the configuration of a conventional pole fabrication apparatus (screw part).
  • FIG. 4 is an exploded perspective view showing the configuration of the connecting means applied to FIG.
  • FIG. 5 is an exploded perspective view of a horseshoe tension plate structure in which the horseshoe plate of the present invention is integrally formed;
  • FIG. 6 is a perspective view of the combination of the horseshoe tension plate structure formed integrally with the horseshoe plate of the present invention
  • FIG. 7 is a longitudinal cross-sectional view of FIG.
  • Figure 9 is an exploded perspective view of the prefabricated structure of the structure of the spherical plate and the support plate of the present invention divided
  • FIG. 10 is a cross-sectional view of the prefabricated structure of the structure of the present invention, the spherical tension plate and the spherical support plate
  • FIG. 11 The prefabricated spherical structure Q of the present invention, which is divided into a spherical tension plate and a spherical support plate, on the spherical side (fixed side), and a spherical tension plate structure P in which the spherical plate is integrally formed, Section installed on
  • FIG. 12 The horseshoe tension plate structure P formed integrally with the horseshoe plate of the present invention on the sphere side (tension side), and the prefabricated sphere structure Q where the sphere tension plate and the sphere support plate are divided on the horseshoe side (fixed side). Section installed on
  • Horse plate 512; Tension bolt insertion groove, 514; Mortar insertion part space part, 515; Blocking plate, 515a; Circular ball, 516; Hinge groove, 520; Horse,
  • sphere and "spherical” shall be used as it is in the present invention, "the word shall have a smaller diameter, and the sphere shall have a larger diameter”.
  • the "smaller diameter” is the spoken side.
  • the horseshoe side is the tension side, and the corresponding spherical side is the fixed side.
  • the horseshoe side is provided with a horseshoe tension plate structure (P) formed integrally with the horseshoe plate, and the corresponding horseshoe is provided with a prefabricated wheel structure (Q) in which the spherical tension plate and the support plate are divided.
  • P horseshoe tension plate structure
  • Q prefabricated wheel structure
  • the basic concept of applying a tensile force to the tension muscles arranged over the spherical side and the spherical side and producing the concrete pole by centrifugal force is the same as in the present invention or the prior arts 1 and -2.
  • the "rolling plate tension plate structure (P) formed integrally with the horseshoe plates” of the present invention is to make the horseshoe-side structure capable of adding the concrete mortar of the shortage because the shortage of concrete mortar occurs on the horseshoe side.
  • the structure is simple and easy to fix and support the tensile muscle to which tension is applied.
  • the horseshoe tension fixing nut 600 and the horseshoe side support flange (B) inserted into the adjusting spiral 522. Since the horseshoe-side support flange B is fixed to the mold 20, it is the horseshoe plate 520 and the horseshoe fixing nut 600 which are moved.
  • the distance to the horseshoe plate 520 has to be moved to a stationary state.
  • the horseshoe fixing nut 600 is rotated so as to be in contact with the horseshoe-side support flange B, the horseshoe-fixing nut 600 is fixed and supported by the horseshoe-side support flange B, and the horseshoe tension plate 520 is not moved. It is fixed to the position as it is.
  • the structure of the horse plate 510 and the horse tension plate 520 is integrated into the mortar insertion space portion 514 consisting of the horse plate 510 and the mortar insertion space portion 540 in the horse tension plate 520. Since the structures are in communication with each other, it is easy to input the mortar deficiency amount of the horseshoe into the mold.
  • the structure in which the horse plate 510 and the horse tension plate 520 are integrally formed has a simple structure, and it is easy to apply a tensile force to the tensile muscle 64, and at the same time, it is easy to input a mortar deficiency amount on the horse side. Structure.
  • the tension bolt 700A may be used, the inclination of the pole is usually 1/75, so it is advantageous to use the tension hinge bolt 700.
  • the tension bolt 700A may use what is described in Korean Patent No. 10-0970674. (See Fig. 8)
  • the tensioning bolt 700A is composed of an insertion and fastening portion 740A having a head portion 720A, an insertion portion 730A, and a spiral portion 750A, and the spiral portion 920 of the tension root 900 is tensioned. It is a structure inserted into the spiral part 750A of the bolt 700A.
  • the length S of the spiral portion 750A of the tension bolt 700A is equal to the length of the spiral portion 920 of the tensile muscle 900.
  • Tension hinge bolt 700 is shown in FIG.
  • the tension hinge bolt 700 is the same as the tension bolt 700A, except that the head portion 710 has a hinge portion 720 and the insertion portion 730 having an inclined surface is different.
  • the spiral portion is formed inside the insertion portion 730.
  • the spiral portion of the insertion portion 730 and the spiral portion 64a of the tensile muscle 64 are coupled to each other.
  • the hinge portion 720 of the tension hinge bolt 700 corresponds to the hinge groove 516 formed in the tension bolt insertion groove 512 of the horseshoe plate 510. (See Fig. 5).
  • the hinge portion 720 of the tension hinge bolt 700 and the hinge groove 516 corresponding thereto will be described in detail as follows.
  • the inclination of the pole is inclined to 1/75 with respect to the axis of rotation.
  • Tensile muscles (64) in the reinforcement is also inclined state in order to match the direction of the inclined tensile muscles (64) of the hinge portion 720 of the tension hinge bolt 700 and the corresponding plate 510
  • a hinge groove 516 is formed in the tension bolt insertion groove 512.
  • the tension bolt insertion groove 512 of the horseboard 510 it is preferable to form the tension bolt insertion groove 512 of the horseboard 510 to match the inclination of the tension root (64). It is structurally advantageous because the tensile force loss of the tensile muscle 64 due to the frictional force is minimized.
  • the hinge portion 720 and the hinge groove 516 Measures for overcoming this error are the hinge portion 720 and the hinge groove 516.
  • the tension hinge bolt 700 is matched with the inclination of the tensile muscle 64.
  • the diameter of the tension bolt insertion groove 512 of the horse plate 510 is 1 ⁇ 2mm larger than the diameter of the tension hinge bolt 700. Because of this margin, fine adjustment by the hinge portion 720 and the hinge groove 516 is accommodated.
  • the locking portion 820 having the exhaust hole 830 and the rubber cap 800 formed with the insertion portion 810 is inserted into the mortar insertion space portion 514 formed of the horseboard 510.
  • the mortar inserting space portion 514 is a space for injecting the mortar shortage on the horseshoe side.
  • the exhaust hole 830 of the rubber cap 800 is for discharging gas such as water vapor generated by heat of hydration in the mold out of the mold.
  • the tensioning of the tension roots 64 is accomplished by a tensioning device (not shown).
  • the tension device may be fixed to the tension device fastening unit 530 and the tension device may be tensioned.
  • the tension device is also provided with an insertion portion and a protrusion corresponding to the protrusion 532 and the insertion portion 534 of the tension device fastening portion 530.
  • the structure is divided into a one-piece body weight plate is divided into a sphere support plate (900A) having a mass study 910 and a sphere tension plate (900B) having a small hollow portion 950, the weight is shared, easy to handle and disassemble Not only the work is easy but also the insertion of the tension root 64 is easy to manufacture the work of the pole.
  • edge fixing support jaw 914 is supported on the interface of the mold 20, the support flange A of the mold 20 and the spherical support plate 900A are stable.
  • the pressing surface 930 of the spherical support plate 900A has a closed circular shape as shown in FIG.
  • the pressing portion 960 of the spherical tension plate 900B that is supported on it is also a closed circular shape.
  • the tension bolt 700A may be used, the inclination of the pole is usually 1/75, so it is advantageous to use the tension hinge bolt 700.
  • the tension bolt 700A may use what is described in Korean Patent No. 10-0970674. (See Fig. 8)
  • the thickness thereof may be thin.
  • the fixing of the blocking plate 970 is preferably fixed to the welding 972 to meet the inner vertical portion 966 while forming a straight line with the mortar contact portion 964. It is advantageous to drill a small circular hole 970a in the center of the blocking plate 970. It is for exhausting through the circular hole 970a. 80-100 mm is sufficient as the diameter of the circular hole 970a normally.
  • the "smaller diameter” is always the verb side.
  • the horseshoe side is the fixed side
  • the corresponding spherical side is the tension side.
  • a "spherical tension plate structure (P) in which a horse plate is integrally formed” is installed on the spherical side
  • a "prefabricated sphere structure (Q) in which a spherical tension plate and a spherical support plate is divided” is installed on the corresponding spherical side.
  • the rubber cap 800 is inserted into the small hollow portion 950 of the spherical spherical plate 900B in the “prefabricated spherical structure Q” in which the spherical spherical plate and the spherical support plate are divided.
  • the configuration of the rubber cap 800 is inserted into the locking portion 820 having an exhaust hole 830 is inserted into the mortar insertion small space portion 514 in the "terminal tension plate structure (P) formed integrally with the end plate" of the first term. It is the same as the configuration of the rubber cap 800 in which the portion 810 is formed.
  • prefabricated garden structure (Q) in which the spherical tension plate and the disc support plate are divided on the side of the sphere is described in the first paragraph “Prefabricated garden structure (Q) in which the spherical tension plate and the disc support plate is partitioned. Instead, it will be omitted here.
  • the "tensive plate tension plate structure (P) formed integrally with the horse plate", which is the tension side provided on the spherical side, is as follows.
  • the manufacturing method of the pole using the concrete pole production apparatus improved the sphere and the horse sphere as follows.
  • the tension root 64 is disposed in the mold 20 in which the spherical side support flange A and the spherical side support flange B are formed, and one end of the tension root 64 is fixed to the spherical side, and the other end is tensioned.
  • the tension root 64 is tensioned by the tension on the horseshoe side, and put concrete mortar into the mold and then add centrifugal force to the mold.
  • the tension device fastening portion 530 is applied to the tension shaft of the tension device to tension the horse tension plate 520 to give a predetermined tensile force to the tension muscles 64, then the tension tension fixing nut 600 Contacting the horseshoe-side support flange (B) to maintain and fix the tensile force;
  • the horseshoe tension plate structure (P) formed integrally with the horseshoe plate of the present invention is installed on the sphere side (tensile side), and the prefabricated sphere structure (Q) in which the sphere tension plate and the sphere support plate are divided is installed on the horseshoe side (fixed side).
  • the production method of a pole is as follows.
  • the tension root 64 is disposed in the mold 20 in which the spherical side support flange A and the spherical side support flange B are formed, and one end of the tension root 64 is fixed to the spherical side, and the other end is tensioned.
  • the tension root 64 is tensioned by the tension on the horseshoe side, and put concrete mortar into the mold and then add centrifugal force to the mold.
  • the tension device fastening portion 530 is applied to the tension shaft of the tension device to tension the horse tension plate 520 to give a predetermined tensile force to the tension muscles 64, then the tension tension fixing nut 600 Contacting to the spherical side support flange (A) to maintain and fix the tensile force;

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

La présente invention a trait à un appareil permettant de fabriquer un poteau électrique doté de plateaux supérieur et inférieur améliorés et à un procédé permettant de fabriquer le poteau électrique à l'aide de celui-ci et, plus particulièrement, à une structure qui compense un déficit dans le mortier du béton se produisant au niveau de l'extrémité du plateau inférieur en raison du serrage du béton par la force centrifuge et à une structure qui est divisée en deux plateaux de renforcement supérieurs et plateaux de support supérieurs, contrairement à l'art antérieur où le plateau supérieur est une unité unique, ce qui permet de la sorte de diviser son poids en vue de faciliter le maniement au cours de l'assemblage et du désassemblage du poteau électrique. De plus, des boulons d'articulation de tension qui sont insérés dans des rainures d'insertion dans chacune des extrémités des plateaux inférieur et supérieur sont utilisés afin de fixer les deux extrémités d'une barre de tension, et la direction des boulons d'articulation de tension correspond à la direction agencée de la barre de tension de manière à minimiser toutes les pertes de la force de traction qui est appliquée à la barre de tension.
PCT/KR2011/008198 2011-04-14 2011-10-31 Appareil permettant de fabriquer un poteau électrique en béton doté de plateaux supérieur et inférieur améliorés et procédé permettant de fabriquer le poteau électrique à l'aide de celui-ci WO2012141399A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2011-0034595 2011-04-14
KR1020110034595A KR101056329B1 (ko) 2011-04-14 2011-04-14 원구와 말구가 개선된 콘크리트 전주제작 장치 및 이를 이용한 전주의 제작방법

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WO2012141399A1 true WO2012141399A1 (fr) 2012-10-18

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KR101278595B1 (ko) * 2012-04-09 2013-07-23 엘케이산업(주) 전신주 제작 장치 및 방법
KR20180056016A (ko) * 2016-11-18 2018-05-28 이석광 콘크리트를 이용한 관 제조 방법
KR102051963B1 (ko) * 2018-05-28 2020-01-08 영풍파일(주) Phc 파일 제조를 위한 연결부재
KR102210481B1 (ko) 2019-07-11 2021-02-01 주식회사 클라썸테크 콘크리트 전주의 인장근 정착장치
KR102115276B1 (ko) * 2019-12-09 2020-05-26 중앙산업 주식회사 2중 인장근을 구비한 pc 전주와 그의 제조장치 및 제조방법
KR102618243B1 (ko) 2022-12-26 2023-12-27 (주)대진이앤지 기립 유지가 가능한 배전선로용 전신주 제조방법
KR102608870B1 (ko) * 2023-05-17 2023-12-01 동진파일(주) 인장재 고정이 간편한 콘크리트 전주 및 그 콘크리트 전주의 인장재 고정방법

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Publication number Priority date Publication date Assignee Title
JPH0880523A (ja) * 1994-09-14 1996-03-26 Kyushu Koatsu Concrete Kogyo Kk コンクリート柱製造方法及びその装置
JPH091537A (ja) * 1995-06-19 1997-01-07 Toyota Kihan:Kk プレキャストコンクリート製品成形用鉄筋緊張装置
KR19990046251A (ko) * 1999-01-15 1999-07-05 허규태 전주금형의말구판구조
JP2005240504A (ja) * 2004-02-27 2005-09-08 Geotop Corp コンクリート節杭の製造方法
KR100970674B1 (ko) * 2009-12-07 2010-07-15 주식회사 알파이엔씨 전주의 말구측과 원구측에 인장근을 체결하는 체결장치 및 이를 이용한 전주의 제조방법

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0880523A (ja) * 1994-09-14 1996-03-26 Kyushu Koatsu Concrete Kogyo Kk コンクリート柱製造方法及びその装置
JPH091537A (ja) * 1995-06-19 1997-01-07 Toyota Kihan:Kk プレキャストコンクリート製品成形用鉄筋緊張装置
KR19990046251A (ko) * 1999-01-15 1999-07-05 허규태 전주금형의말구판구조
JP2005240504A (ja) * 2004-02-27 2005-09-08 Geotop Corp コンクリート節杭の製造方法
KR100970674B1 (ko) * 2009-12-07 2010-07-15 주식회사 알파이엔씨 전주의 말구측과 원구측에 인장근을 체결하는 체결장치 및 이를 이용한 전주의 제조방법

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