WO2008113208A1 - Appareil et méthode de fabrication de cadres de plaques architectoniques - Google Patents

Appareil et méthode de fabrication de cadres de plaques architectoniques Download PDF

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Publication number
WO2008113208A1
WO2008113208A1 PCT/CN2007/000902 CN2007000902W WO2008113208A1 WO 2008113208 A1 WO2008113208 A1 WO 2008113208A1 CN 2007000902 W CN2007000902 W CN 2007000902W WO 2008113208 A1 WO2008113208 A1 WO 2008113208A1
Authority
WO
WIPO (PCT)
Prior art keywords
frame
group
angle
building panel
manufacturing
Prior art date
Application number
PCT/CN2007/000902
Other languages
English (en)
Chinese (zh)
Inventor
Masaaki Wakisaka
Lianlu Chen
Original Assignee
Daiwa House Industry Co., Ltd.
Baoye Group Company Limited
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 Daiwa House Industry Co., Ltd., Baoye Group Company Limited filed Critical Daiwa House Industry Co., Ltd.
Priority to CN2007800520076A priority Critical patent/CN101678561B/zh
Priority to PCT/CN2007/000902 priority patent/WO2008113208A1/fr
Publication of WO2008113208A1 publication Critical patent/WO2008113208A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements

Definitions

  • the present invention relates to a building panel frame manufacturing apparatus and a building panel frame manufacturing method.
  • the usual construction method is to complete the basic pouring and then the structural pouring, the floor and the roof pouring, the internal and external wall masonry and the slab pouring. These work usually transport the most original materials to the site and finish the work on site. The amount of materials and varieties are varied, the quality is different, and the technical skills of different operators and the external environment are different, so it directly affects the quality of construction.
  • the building plate in order to reduce the work on the construction site, there is an industrialized house adopting the construction plate technology capable of constructing a building of a certain quality, and the building plate must meet the requirements of each house, and thus the building plate constituting the building plate body
  • the body frame must have the size and length of the building panel.
  • An object of the present invention is to provide a building panel frame manufacturing apparatus and a building panel frame manufacturing method which can manufacture different types of building panels by one apparatus.
  • a building panel frame manufacturing apparatus for manufacturing a rectangular building panel frame, which is characterized as follows, comprising: a flat pier; one end of the pier a first reference angle steel group formed by fixing a plurality of angle steels whose contact faces are located on the same plane at a reference position on the side; having a contact surface in the same direction as the first reference angle steel group and being disposed at a certain interval from the first reference angle steel group a plurality of angle steels of positioning angles; a contact surface having an angle of substantially 90 degrees with respect to the first reference angle group, and an end side position of the first reference angle group on the abutment a second reference angle steel group formed by providing a plurality of angles on the same plane; the positioning angle group is a position interval adjustment unit with respect to the first reference angle group.
  • the position interval adjusting portion is provided, the fixed position of the longitudinal frame strip in the manufactured building panel frame can be adjusted to form different types of building panel frames.
  • a horizontal frame strip for setting a horizontal frame strip of the building panel frame is provided, and the horizontal frame strip is provided with an angle adjustment portion, which is a preferred solution.
  • the position interval adjusting portion is formed by an oblong hole, an angle steel group, and a fixing portion formed on the poop, and the angle group is disposed in the oblong hole, and the fixing portion can be used in the It is a preferred solution to move in the direction of the long circular hole.
  • the angular steel group is moved along the direction of the long circular hole, and can be fixed by the fixing portion and adjusted in positional spacing.
  • a positioning ink hole in a moving range of the positioning angle steel group side on the podium, so that a positioning ink hole is formed in a moving range of the positioning angle steel group disposed on both end sides of the poop.
  • the hole has a pivot for inking, and the ink can be easily moved to the same position for fixing by inking.
  • the podium can be adapted to the manufacturing requirements of various building panel frames.
  • the method for manufacturing a building panel frame of the present invention is solved by the following method: a method for manufacturing a building panel frame, which is a building panel frame manufacturing using a building panel frame manufacturing device to manufacture a rectangular building panel frame
  • the building panel frame manufacturing apparatus comprises: a platform having a flat surface; and a first position on one end side of the buttress is fixedly provided with a plurality of angle steels whose contact faces are located on the same plane a reference angle steel group; a positioning angle steel group having a plurality of angle steels having a contact surface in the same direction as the first reference angle steel group and being disposed at a predetermined interval from the first reference angle steel group; and having a substantially perpendicular to the first reference angle steel group a second reference angle steel group formed by providing a plurality of angles at a contact surface of the first reference angle steel group adjacent to the first reference angle steel group on the abutment;
  • the positioning angle group is a position interval adjusting unit with respect to the first reference angle group.
  • the method for manufacturing a building panel frame comprises the steps of: comparing a position of a position of the positioning angle group; a step of setting a longitudinal frame of the longitudinal frame against the first reference angle group; and comparing the second reference angle group a horizontal frame setting step of setting a lateral frame; a longitudinal frame setting step of setting a longitudinal frame strip according to the positioning angle group; and a longitudinal frame and a lateral frame respectively disposed on the first reference angle steel group and the first seat A step of setting the cross frame on the angle group of the opposite side of the two reference angle steel groups.
  • the casing can be provided in a one-to-one orientation, and a building panel frame of various sizes can be formed.
  • various shapes of the building panel frame can be manufactured.
  • Fig. 1 is a schematic perspective view of a podium.
  • Figure 2 is a schematic view of a building panel frame.
  • Figure 3 is a schematic illustration of a building panel frame.
  • Figure 4 is a schematic illustration of a housing equipped with a nut.
  • Figure 5 is a partial enlarged view of the upper of the podium.
  • Figure 6 is a schematic illustration of the assembly of the housing.
  • Figure 7 is a schematic illustration of the assembly of the housing.
  • Figure 8 is a schematic illustration of the assembly of the housing.
  • Figure 9 is a schematic illustration of the assembly of the housing.
  • Figure 10 is a schematic illustration of the assembly of the housing.
  • Figure 11 is a diagram showing the manufacturing steps of the building panel frame.
  • the building panel frame manufacturing apparatus S is an apparatus for manufacturing a vertical and horizontal rectangular building panel frame 10.
  • the building panel frame 10 is formed by joining steel sheets having a certain section to a shape of a building panel.
  • the building panel frame 10 has a rectangular shape, and the height of the outer shape corresponds to the floor height of the building.
  • the width dimension is a size that can be combined by a plurality of different sizes according to the width of the building.
  • the building panel frame 10 of the present embodiment is formed by a beaded channel steel (having a C-shaped cross section), but a steel material such as an angle steel material, a groove-shaped cross-section material, or a prismatic material may be used. Further, aluminum or other alloys may be used instead of the steel material, as long as appropriate anticorrosive treatment or plating treatment is performed.
  • FIG. 2 is a schematic view of an example of a building panel frame 10.
  • the building panel frame 10 is made up of left and right sides
  • the longitudinal frames 12, 13 and the upper frame 14 and the lower frame 15 constitute a rectangular frame 11 in which the longitudinal frame strips 16 and the horizontal frame strips (intermediate frame strips) 17 are joined at regular intervals.
  • 2(A) shows the building panel frame 10 seen from the outside
  • FIG. 2(B) shows the building panel frame 10 seen from the inside
  • the longitudinal frame strip 16 is disposed at the position of the width of the non-uniform divided frame 11. on.
  • each of the casings F constituting the longitudinal frames 12, 13, the upper frame 14, the lower frame 15, the longitudinal frame 16, the transverse frame 17, and the like of the building panel frame 10 is C-shaped in cross section. It is formed by a long-length bead channel which is formed by pressing the English letter C into a quadrangular shape, and the transverse frame strip 17 is inserted into the C-shaped opening of the longitudinal frames 12 and 13 on both sides to be fixed.
  • the longitudinal frame strip 16 is also fixed in the C-shaped opening of the upper frame 14 and the lower frame 15, but the longitudinal frame strip 16 is not fixed in the center of the building panel frame 10, but is fixed to the longitudinal frame. 13 - the position on the side.
  • the horizontal frame strip 17 is formed by two horizontal frame strips passing through the longitudinal frame strip 16, wherein the two ends of the lateral frame strips of one side extend into the openings of the longitudinal frame 13 and the longitudinal frame strip 16, respectively, for fixing.
  • one end of the lateral frame strip on the other side projects into the opening of the longitudinal frame 12, and the other end is fixed by welding to the back side of the opening of the longitudinal frame strip 16.
  • Two holes 18 with nuts are formed upwardly adjacent to the longitudinal frames 12, 13. The nut 18 is used to secure the eyebolt when the building panel frame 10 is mounted on the structural torso of the building at the construction site.
  • a weld nut 19 as a coupling portion is formed at each of the upper and lower positions, that is, Weld nuts 19 are formed at four positions of the four corners of the integrated building panel frame 10.
  • a hole is formed in advance at a certain position of the housing F of the longitudinal frame 12, 13, the upper frame 14, the lower frame 15, the longitudinal frame strip 16, the horizontal frame strip 17, and the like, and then the screw is screwed.
  • a cap 91 is welded to the hole.
  • the welding shell F forms the building panel frame 10
  • the position of the casing F is determined, or when the building panel frame 10 is installed on the building structure at the construction site, the nut 91 can be fixedly set by screws and nuts. Location.
  • the holes previously formed in the casing F are located on the opposite side faces of the C-shaped opening.
  • the positioning hole 60 formed on the 22 and the pivot rod 96 perform welding of the nut 91.
  • the central portion of the pivot rod 96 is formed with an annular portion 96a.
  • the pivot rod 96 is placed in the positioning hole 60.
  • the pivot rod 96 is inserted from the outer side of the housing F into a hole formed in the housing F (not shown in FIG. 4).
  • the nut 91 is attached to the pivot rod 96 on the inner side of the F, and the nut 91 is welded to the inside of the housing F.
  • the pivot 96 is removed from the housing F after welding.
  • the diameter of the positioning hole 60 is the same as the diameter of the lower side of the pivot rod 96
  • the diameter of the hole opened in the casing F is the same as the diameter of the annular portion 96a
  • the diameter of the hole of the nut 91 and the diameter of the pivot rod 96a The diameters of the upper sides are the same, so that by inserting the pivot rods 96 into the holes, the holes in the casing F can be coincident with the centers of the holes of the nut 91 to weld the nuts.
  • Fig. 3 is a schematic view showing another embodiment of the building panel frame 10, which is an example in which three longitudinal frame strips 16a, 16b, 16c are provided. Further, Fig. 3(A) is a schematic view of the building panel frame 10 seen from the outside, and Fig. 3(B) is a schematic view of the building panel frame 10 seen from the inside.
  • the longitudinal frame strips 16, 16a, 16b, 16c of the building panel frame 10 shown in Figures 2 and 3 are arranged at different intervals. In the embodiment shown in Fig. 2(A), the interval between the right longitudinal frame 13 and its immediately adjacent longitudinal frame strip 16 is smaller than the interval between the other longitudinal frame 12 and the longitudinal frame strip 16. Further, in the embodiment shown in FIG.
  • the space between the right longitudinal frame 13 and its immediately adjacent longitudinal frame strip 16c is between the other adjacent longitudinal frame strips or between the longitudinal frame strip and the longitudinal frame.
  • the spacing (the spacing between the longitudinal frame strip 16a and the longitudinal frame strip 16b, the spacing between the longitudinal frame strip 16b and the longitudinal frame strip 16c, the spacing between the longitudinal frame strip 16a and the longitudinal frame 12) is small.
  • the building panel frame manufacturing apparatus S in this embodiment is mainly composed of a flat pier 20, angle steel groups 30, 40, 50 and positioning holes 60, The ink hole 70 is formed.
  • the podium 20 is constituted by a seat leg 21 and a flat table 22 which is supported by the leg 21 and which is flat.
  • the plane table 22 is larger in size than the largest size building panel frame 10 to be manufactured, and the upper surface 22a of the plane table 22 is equipped with a plurality of angle steel groups.
  • the angle group of this embodiment is the first reference angle
  • the steel group 30, the second reference angle steel group 40, and the positioning angle group 50 are formed.
  • a positioning hole 60 is formed at a certain position on the upper surface 22a of the plane table 22 of the podium 20.
  • the size of the podium 20 shown in the drawings is merely an example, and can be appropriately changed depending on the size of the manufactured building panel frame 10.
  • each of the angle steels constituting the angle group has an L-shaped plate body and has a plurality of contact faces.
  • the first reference angle group 30 in the present embodiment is at the reference position for the longitudinal frame 12 of the apparatus at the end side of the pedestal 20, and the fixing means has the L-shape of the angle ends 31b, 32b, 33b, 34b.
  • the angles 31, 32, 33, 34 of the shape are provided, and the contact faces 31a, 32a, 33a, 34a are provided toward the center side of the podium 20.
  • the fixed angle steels 35, 36 which are detachable in the middle are mounted on the pedestal by the screw nuts, and the contact faces 35a, 36a are oriented toward the pedestal like the other angles.
  • the contact faces 35a, 36a and the fixing faces 35b, 36b of the fixed angle steels 35, 36 are respectively formed with holes, and the screw nuts are mounted in the holes on the fixing faces 35b, 36b, and the fixing faces 35b, 36b is fixed to the podium 20.
  • the second reference angle steel group 40 in this embodiment is composed of five angle steels 41, 42, 43, 44, 45, and has the same contact angles 41a, 42a, 43a, 44a as the fixed angle steels 35, 36. 45A and the L-shaped plate body of the fixing faces 41b, 42b, 43b, 44b, 45b, the end side of the podium 20 which is substantially at an angle of 90 degrees with respect to the horizontal direction of the first reference angle group 20
  • the contact faces 41a, 42a, 43a, 44a, 45a and the fixing faces 41b, 42b, 43b, 44b, 45b of the second reference angle steel group 40 are disposed at different positions of the contact faces 41a, 42a, 43a, 44a, 45a 0
  • Each of the holes is formed in each of the holes, and screw holes are attached to the holes on the side of the fixing faces 41b, 42b, 43b, 44b, and 45b to fix the fixing faces 41b, 42b, 43b 44b, 45b to the podium 20.
  • the positioning angle group 50 is arranged side by side.
  • the positioning angle group 50 in the present embodiment is composed of eight angles 51 to 58 which are L-shaped, and has contact faces 51a to 58a which are respectively in the same direction as the first reference angle group 30. Further, between the angle group 50 (51 to 58), in the direction parallel to the fixed angles 35, 36, a horizontal frame strip angle 200 is provided in pairs, and a height is arranged on the angle frame 100. Adjustment department. As shown in Figure 5, The height adjusting portion of this embodiment is constituted by the height adjusting plate 98.
  • the positioning angle group 50 and the transverse frame strip angle 100 each have a position interval adjusting portion R.
  • the position interval adjusting portion R of the positioning angle group 50 is constituted by an oblong hole 94 formed in the podium 20 and a horizontal frame 100 and a screw nut 95 as a fixing portion.
  • the angle steels 51 to 58 and the transverse frame strip angle steel 100 are assembled on the long circular hole 94 in the podium 20, and the screw of the screw nut 95 as the fixing portion is inserted into the nut inside the podium 20 (not shown) ) Fix it.
  • the loosening screw nut can move the positioning angle group 50 and the transverse frame strip angle 100 in the longitudinal direction of the oblong hole 94 formed in the podium 20, and adjust the mounting position.
  • Ink hole of the ink position (inking position determining hole).
  • the hole is a hole for fixing a line for inking, and in the ink hole 70, a screw not shown in the drawing is attached, a wire is wound around a screw mounted in the ink hole 70, and a position is determined by stretching the line. .
  • the ink is applied so that the respective contact faces 51a to 58a and 100a of the positioning angle group 50 and the transverse frame strip angle 100 are positioned at positions parallel to the contact faces 31a to 36a of the first reference angle group 30.
  • the ink ejector hole 70 for mounting the screw at a certain position, the ink line can be accurately printed.
  • holes are formed in the housings F of the longitudinal frames 12, 13 and the upper and lower frames 14, 15 and the like, and the nut 91 is welded to the holes.
  • a pivot rod 96 is inserted into the positioning hole 60 formed in the podium 20, so that when the housing F is placed on the podium 20, it is formed by embedding the pivot rod in the housing F.
  • the upper position of the housing F is determined by the upper nut 91.
  • FIG. 11 is a step view of manufacturing a building panel frame, and a method for manufacturing a building panel frame for manufacturing a rectangular building panel frame 10 in the embodiment, including a position matching step, a longitudinal frame setting step, a lateral frame setting step, and a longitudinal frame strip Setup steps, horizontal frame setting steps, and aspect frame setting steps.
  • the position collating step is a step of comparing the fixed first reference angle steel group 30 and the positioning angle group 50 disposed at a certain interval with respect to the installation position of the longitudinal frame 12. Therefore, the confirmation holes (not shown) are placed at the corners of the respective angles of the positioning angle group 50, and the positioning angle group 50 is provided, and the position of the positioning angle group 50 is compared.
  • ink is applied. The reference position is determined by inking, whereby the longitudinal frame strips 16 (16a, 16b, 16c) are set in the longitudinal frame strip setting step described later.
  • the positions of the respective angles 51 to 58 of the positioning angle group 50 are moved in accordance with the type of the longitudinal frame strip, but the ink ingot 70 can be conveniently adjusted to the position of the ink line.
  • screws are attached to the ink-receiving holes 70 on both end sides of the podium 20, and a wire is wound around the screw placed in the ink-filling hole 70 and the wire is stretched to determine the position.
  • the ink line can be accurately inked.
  • the second reference angle steel group 40 is disposed in a straight line at the end side position of the podium 20, and the contact faces 41a to 45a of the second reference angle steel group 40 are in contact with the first reference angle steel group 30.
  • the faces 31a to 34a are slightly at an angle of 90 degrees. According to this, the reference positions of the longitudinal frames 12 of the rectangular building panel frame 10 and the two sides of the upper frame 14 can be determined.
  • a vertical frame setting step is performed. As shown in Fig. 7, in the longitudinal frame setting step, the back surface of the longitudinal frame 12 is aligned on the contact faces 31a to 34a of the first reference angle group 30 such that the opening faces the center of the podium 20. Next, the fixed angles 35, 36 and the longitudinal frame 12 located in the middle of the first reference angle group 30 are fixed by screw nuts.
  • a lateral frame setting step is performed. As shown in Fig. 8, in the lateral frame setting step, the lateral frames (the lateral frames 14 in this embodiment) are aligned on the contact faces 41a to 45a of the second reference angle group 40 to be disposed. At this time, the upper frame 14 and the longitudinal frame 12 are connected to each other to determine the position, and the joint portions of the upper frame 14 and the longitudinal frame 12 are joined by welding.
  • the vertical frame setting step is performed.
  • the longitudinal frame strips 16a to 16c are provided in comparison with the positioning angle group 50.
  • a step of connecting the transverse bezels 17 between the transverse bezel setting angles 100 and joining the longitudinal frames 12, 13 and the longitudinal bezels 16 (16a to 16c) by welding is provided.
  • the longitudinal frames 12, 13 and the longitudinal frame strips 16 (16a to 16c) are housings having an opening and having a C-shaped cross section, when the transverse bezel 17 is joined in the opening, and the lateral bezel 17 is placed in the longitudinal direction
  • the frames 12, 13 and the longitudinal frame strips 16 (16a to 16c) are in the C-shaped opening, they are inserted into the opening, although the upper surface 22a of the plane table 22 can be kept at a certain interval, but the opposite side of the opening is connected to the longitudinal direction.
  • Frames 12, 13 and longitudinal frame strips 16 (16a ⁇ 16c) due to The lateral frame strip 17 is slid down from the upper surface 22a of the plane table 22, so that the twist adjustment plate 98 is provided as the height adjustment portion.
  • the vertical and horizontal frame setting step is to provide the vertical frame 12 and the upper frame 14 on the first reference angle steel group 30 and the second reference angle steel group 40 as the reference by the above-described respective steps, and to provide the vertical frame strips 16 in the order of one side (16a ⁇ ).
  • longitudinal frames 13 are provided on the positioning angles 57, 58 and the transverse frame angles 100 on opposite sides of the first reference angle steel group 30 of the podium 20.
  • the lower frame 15 is provided under the premise that the both ends of the lower frame 15 are connected to the longitudinal frames 12, 13, and the centrally facing faces are connected to the ends of the longitudinal frame strips 16 (16a to 16c), and the respective connecting portions are passed. Solder to connect.
  • the reference position is determined in one direction, and the reference position side and the opposite side can be freely selected, and the respective housings F are set in advance.
  • each of the longitudinal frame strips and the lateral frame strips are assembled by welding on the podium 20.
  • the nut on the casing F can also be welded at the same time when the longitudinal frame and the horizontal frame are provided.
  • the fixing of the longitudinal end frame 13 on the free end side is to connect the contact surface 57a (not shown in FIG. 9) of the positioning angle group 57 and the longitudinal frame, with the positioning angle group 57 being
  • the base is fixed to the longitudinal frame 13 by a vise 97. Then, after fixing by the vise, the connection is made in order by welding. After the end of the welding, the grinding is performed by a grinding machine.
  • angles 51 to 58 of the positioning angle group 50 can be freely moved, various widths can be set between the angles, and the positions of the longitudinal frames 12, 13 and the longitudinal frame 16 can be arbitrarily determined. . In this way, by performing the positional comparison, by providing each of the casings F, it is possible to manufacture the structural plate frame 10 of various shapes.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Automatic Assembly (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention porte sur un appareil et une méthode de fabrication de cadres de plaques architectoniques. L'appareil comprend une butée plane de pied (20), un premier groupe de barres d'angle de données (30), un groupe de barres de positionnement d'angle (50) et un deuxième groupe de barres d'angle de données (40). Le premier groupe de barres d'angle de données est fait de plusieurs barres angulaires fixées dans la position de référence d'un côté de l'extrémité de la butée de pied dont les surfaces de contact sont placée dans un même plan. Le groupe de barres de positionnement d'angle est fait de plusieurs barres angulaires qui présentent des surfaces de contact synclastiques avec le premier groupe de barres d'angle de données, et qui en sont distantes. Le deuxième groupe de barres d'angle de donnée a une surface de contact faisant un angle d'environ 90 degrés avec le premier groupe de barres d'angle de données; il comprend plusieurs barres angulaires adjacentes à un côté du premier groupe de barres d'angle de données sur la butée de pied pour mettre leurs surfaces de contact dans un plan, le groupe de barres de positionnement d'angle servant d'unité d'ajustage de l'intervalle en relation avec le premier groupe de barres d'angle de données. La méthode de fabrication des cadres de plaques architectoniquesl comprend les étapes suivantes: contrôle de l'emplacement du groupe de barres de positionnement d'angle; installation des cadres verticaux conformément au premier groupe de barres d'angle de données; installation des cadres horizontaux conformément au deuxième groupe de barres d'angle de données; installation des bords du cadre vertical conformément au groupe de barres de positionnement d'angle; installation des cadres verticaux et horizontaux sur les groupes de barres angulaires respectivement placés du côté opposé du premier et du deuxième groupes de barres d'angle de données sur la butée de pied. L'appareil et la méthode de fabrication des cadres de plaques architectoniques permettent d'obtenir toutes sortes de formes de cadres.
PCT/CN2007/000902 2007-03-20 2007-03-20 Appareil et méthode de fabrication de cadres de plaques architectoniques WO2008113208A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN2007800520076A CN101678561B (zh) 2007-03-20 2007-03-20 建筑板体框架制造装置及制造方法
PCT/CN2007/000902 WO2008113208A1 (fr) 2007-03-20 2007-03-20 Appareil et méthode de fabrication de cadres de plaques architectoniques

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/CN2007/000902 WO2008113208A1 (fr) 2007-03-20 2007-03-20 Appareil et méthode de fabrication de cadres de plaques architectoniques

Publications (1)

Publication Number Publication Date
WO2008113208A1 true WO2008113208A1 (fr) 2008-09-25

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Application Number Title Priority Date Filing Date
PCT/CN2007/000902 WO2008113208A1 (fr) 2007-03-20 2007-03-20 Appareil et méthode de fabrication de cadres de plaques architectoniques

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CN (1) CN101678561B (fr)
WO (1) WO2008113208A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111923197A (zh) * 2020-07-13 2020-11-13 亚泰集团沈阳现代建筑工业有限公司 一种带有预制构件的墙板模具及其组装方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3400322A1 (de) * 1983-12-07 1985-06-13 4600 Dortmund Gesellschaft für Fertigbautechnik mbH Vorrichtung zur herstellung von monolithischen, wenigstens einseitig offenen, insbesondere glockenfoermigen und mit ihrer offenen seite nach unten weisenden stahlbetonraumzellen
WO1994029090A1 (fr) * 1993-06-11 1994-12-22 Kun Hee Suh Procede et appareil pour realiser une plaque en beton prefabrique
JPH08229926A (ja) * 1995-03-01 1996-09-10 Daiwa House Ind Co Ltd プレキャスト部材の製造方法
JPH09209496A (ja) * 1996-02-07 1997-08-12 Daiwa House Ind Co Ltd 住宅用繊維補強外壁パネルおよびその製造方法，製造装置
FR2874349A1 (fr) * 2004-08-20 2006-02-24 Jean Paul Martinez Tri-banches automatique
CN1796073A (zh) * 2004-12-20 2006-07-05 润弘精密工程事业股份有限公司 预制件的制造方法及其成型装置

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3400322A1 (de) * 1983-12-07 1985-06-13 4600 Dortmund Gesellschaft für Fertigbautechnik mbH Vorrichtung zur herstellung von monolithischen, wenigstens einseitig offenen, insbesondere glockenfoermigen und mit ihrer offenen seite nach unten weisenden stahlbetonraumzellen
WO1994029090A1 (fr) * 1993-06-11 1994-12-22 Kun Hee Suh Procede et appareil pour realiser une plaque en beton prefabrique
JPH08229926A (ja) * 1995-03-01 1996-09-10 Daiwa House Ind Co Ltd プレキャスト部材の製造方法
JPH09209496A (ja) * 1996-02-07 1997-08-12 Daiwa House Ind Co Ltd 住宅用繊維補強外壁パネルおよびその製造方法，製造装置
FR2874349A1 (fr) * 2004-08-20 2006-02-24 Jean Paul Martinez Tri-banches automatique
CN1796073A (zh) * 2004-12-20 2006-07-05 润弘精密工程事业股份有限公司 预制件的制造方法及其成型装置

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111923197A (zh) * 2020-07-13 2020-11-13 亚泰集团沈阳现代建筑工业有限公司 一种带有预制构件的墙板模具及其组装方法

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CN101678561A (zh) 2010-03-24
CN101678561B (zh) 2011-06-01

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