WO2008113208A1 - An apparatus and method for manufacturing the architectonical plate frames - Google Patents

An apparatus and method for manufacturing the architectonical plate frames 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
French (fr)
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/en
Priority to PCT/CN2007/000902 priority patent/WO2008113208A1/en
Publication of WO2008113208A1 publication Critical patent/WO2008113208A1/en

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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

An apparatus and method for manufacturing the architectonical plate frames, the apparatus comprises a planar pedestal abutment (20), a first datum angle bar group (30), a locating angle bar group (50) and a second datum angle bar group (40), wherein the first datum angle bar group is made of several angle bars which are fixed on the reference position of one end side on the pedestal abutment and their contact surfaces are located at one plane, and the locating angle bar group is made of several angle bars which have synclastic contact surfaces with the first datum angle bar group and are installed at a distance from the first datum angle bargroup, the second datum angle bar group has a contact surface with an angle of substantially 90 degrees with respect to the first datum angle bar group and is made of several angle bars which are fixed on the adjacent position of one end side of the first datum angle bar group on the pedestal abutment to make their contact surfaces into one plane, the locating angle bar group serves as a position interval adjusting unit in relation to the first datum angle bar group. The method for manufacturing the architectonical plate frames comprises the steps of controlling the location of the locating angle bar group, installing the vertical frames in accordance with the first datum angle bar group, installing the horizontal frames in accordance with the second datum angle bar group, installing the vertical frame rims in accordance with the locating angle bar group, installing the vertical and horizontal frames to the angle bar groups which are located at the opposite side of the first and second datum angle bar groups on the pedestal abutment respectively. The apparatus and method for manufacturing the architectonical plate frames can manufacture all kinds of shapes of the architectonical plate frames.

Description

建筑板体框架制造装置及制造方法 技术领域  Building plate frame manufacturing device and manufacturing method
本发明是涉及一种建筑板体框架制造装置及建筑板体框架制造方法。  The present invention relates to a building panel frame manufacturing apparatus and a building panel frame manufacturing method.
背景技术 Background technique
通常的建造方式， 先完成基础浇筑而后进行结构的浇筑， 楼面、 屋面浇筑， 内外墙体的砌筑及楼板浇筑，这些工作通常把最原始的材料运输到现场，在现场 作业完成， 由于这些材料用量及品种繁多， 品质不一， 同时受不同操作工人技术 技能及外部环境影响各一， 所以直接影响到建筑质量。  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.
发明内容 Summary of the invention
因此，为减少在建筑工地现场的作业， 出现了采用可以建造具有一定质量的 建筑物的建筑板体技术的工业化住宅，建筑板体必须符合各个住宅的要求， 因此 构成该建筑板体的建筑板体框架必须具有建筑板体的大小和长度。  Therefore, 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.
在制造大小和长度不同的建筑板体框架时，就必须使用可以对应各个大小尺 寸的专用的制造装置。  When manufacturing a building panel frame of different sizes and lengths, it is necessary to use a dedicated manufacturing device that can correspond to each size.
本发明的目的在于提供一种可以用一个装置制造不同种类的建筑板体的建 筑板体框架制造装置及建筑板体框架制造方法。  SUMMARY OF THE INVENTION 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.
上述问题可以通过下述的建筑板体框架制造装置解决：一种制造矩形的建筑 板体框架的建筑板体框架制造装置， 其特征如下， 包括： 具有平面的墩座； 该墩 座上的一端侧的基准位置上固定地设置接触面位于同一平面的多个角钢而构成 的第一基准角钢群；具有与该第一基准角钢群相同方向的接触面并且与第一基准 角钢群以一定间隔设置的多个角钢构成的定位角钢群；相对于所述第一基准角钢 群， 具有大致成 90度角的接触面， 并且在所述墩座上的第一基准角钢群邻接的 端侧位置上使其接触面位于同一平面地设置多个角钢而构成的第二基准角钢群； 所述定位角钢群相对于所述第一基准角钢群为位置间隔调整部。  The above problems can be solved by the following building panel frame manufacturing 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.
由于具备位置间隔调整部，可以调整制造的建筑板体框架中的纵向框条的固 定位置， 从而形成不同种类的建筑板体框架。- 同时，在所述定位角钢群中设置了用于设置建筑板体框架的横向框条的横向 框条设置角钢，该横向框条设置角钢配置有髙度调整部是较佳的方案，如此构成， 则当在剖面呈 C形的壳体的开口内组装其他壳体时，可以调整没有开口一侧的高 度。 Since 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. - at the same time, in the positioning angle steel group, 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. , Then, when other casings are assembled in the opening of the C-shaped casing, the height of the side without the opening can be adjusted.
此外， 所述位置间隔调整部是由在所述墩座上形成的长圆孔、角钢群、固定 部构成的，将所述角钢群配置于所述长圆孔中，通过所述固定部可以在所述长圆 孔方向上移动是较佳的方案， 通过设计，使角钢群沿着长圆孔的方向上移动， 可 以通过固定部固定并进行位置间隔的调整。  Further, 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. By designing, 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.
在所述墩座上的定位角钢群侧的移动范围内形成有定位墨孔为较佳的方案， 如此在配置于墩座两端侧的定位角钢群的移动范围内形成有定位墨孔，在该孔中 立有用于打墨的枢杆，通过打墨从而可以很容易地将各角钢群移动到相同位置进 行固定。  It is preferable to form 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.
此外，在所述墩座的一定位置上形成有用于确定位置的孔为较佳的方案，如 此事先形成了用于确定位置的孔， 则对照该孔可以进行在多个方位上确定位置， 从而可以使墩座适应各种建筑板体框架的制造要求。  In addition, it is preferable to form a hole for determining the position at a certain position of the podium, so that a hole for determining the position is formed in advance, and the position can be determined in a plurality of orientations against the hole, thereby The podium can be adapted to the manufacturing requirements of various building panel frames.
此外，本发明的建筑板体框架制造方法是通过下述方案解决的：一种建筑板 体框架制造方法，是采用一种建筑板体框架制造装置制造矩形建筑板体框架的建 筑板体框架制造方法， 其特征如下，所述建筑板体框架制造装置包括： 具有平面 的墩座；该墩座上的一端侧的基准位置上固定地设置接触面位于同一平面的多个 角钢而构成的第 1基准角钢群；具有与该第 1基准角钢群相同方向的接触面并且 与第 1基准角钢群以一定间隔设置的多个角钢构成的定位角钢群；相对于所述第 1基准角钢群， 具有大致成 90度角的接触面， 并且在所述墩座上的第 1基准角 钢群邻接的端侧位置上使其接触面位于同一平面地设置多个角钢而构成的第 2 基准角钢群；所述定位角钢群相对于所述第 1基准角钢群为位置间隔调整部。所 述建筑板体框架制造方法包含以下步骤：对照所述定位角钢群的位置的位置对照 步骤；对照所述第一基准角钢群设置纵向框架的纵向框架设置步骤；对照所述第 二基准角钢群设置横向框架的横向框架设置步骤；对照所述定位角钢群设置纵向 框条的纵向框条设置步骤；将纵向框架及横向框架分别设置于位于所述墩座的所 述第一基准角钢群及第二基准角钢群的相对侧的角钢群上的纵横框架设置步骤。  In addition, 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 method is characterized in that 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.
根据这样的建筑板体框架制造方法，可以按顺序偏向一方地设置壳体，可以 形成各种不同尺寸的建筑板体框架。 发明效果 According to such a method of manufacturing a building panel frame, the casing can be provided in a one-to-one orientation, and a building panel frame of various sizes can be formed. Effect of the invention
根据本发明的建筑板体制造装置及建筑板体框架制造方法，可以制造各种形 状的建筑板体框架。  According to the building panel manufacturing apparatus and the building panel frame manufacturing method of the present invention, various shapes of the building panel frame can be manufactured.
附图说明 DRAWINGS
图 1是墩座的概略的立体图。 Fig. 1 is a schematic perspective view of a podium.
图 2是建筑板体框架的示意图。 Figure 2 is a schematic view of a building panel frame.
图 3是建筑板体框架的示意图。 Figure 3 is a schematic illustration of a building panel frame.
图 4是装配有螺帽的壳体的示意图。 Figure 4 is a schematic illustration of a housing equipped with a nut.
图 5是墩座上面的部分扩大图。 Figure 5 is a partial enlarged view of the upper of the podium.
图 6是壳体组装的示意图。 Figure 6 is a schematic illustration of the assembly of the housing.
图 7是壳体组装的示意图。 Figure 7 is a schematic illustration of the assembly of the housing.
图 8是壳体组装的示意图。 Figure 8 is a schematic illustration of the assembly of the housing.
图 9是壳体组装的示意图。 Figure 9 is a schematic illustration of the assembly of the housing.
图 10是壳体组装的示意图。 Figure 10 is a schematic illustration of the assembly of the housing.
图 11是建筑板体框架的制造步骤图。 Figure 11 is a diagram showing the manufacturing steps of the building panel frame.
具体实施方式 detailed description
以下， 结合附图就本发明的一个具体实施方式进行说明。而且， 以下说明的 部件、配置等并不成为限定本发明的要素，在本发明的宗旨范围内可以作各种变 更。  Hereinafter, a specific embodiment of the present invention will be described with reference to the drawings. Further, the components, arrangements, and the like described below are not intended to limit the present invention, and various modifications can be made without departing from the spirit and scope of the invention.
本发明所涉及的建筑板体框架制造装置 S是制造纵横矩形的建筑板体框架 10的装置。  The building panel frame manufacturing apparatus S according to the present invention is an apparatus for manufacturing a vertical and horizontal rectangular building panel frame 10.
建筑板体框架 10是通过将具有一定剖面的钢材对应建筑板体的外形焊接成 一定形状而连接而成的。 本实施例中， 建筑板体框架 10呈矩形， 外形高度的尺 寸与建筑物的层高相对应。此外，宽度尺寸是按照建筑物的宽度可以由多个不同 尺寸进行组合的尺寸。  The building panel frame 10 is formed by joining steel sheets having a certain section to a shape of a building panel. In the present embodiment, the building panel frame 10 has a rectangular shape, and the height of the outer shape corresponds to the floor height of the building. Further, the width dimension is a size that can be combined by a plurality of different sizes according to the width of the building.
本实施例的建筑板体框架 10是釆用卷边槽钢 （具有 C形剖面）而形成的， 但是也可以使用角钢材、沟形剖面材、棱柱体材等的钢材。此外， 也可以使用铝 材或其他合金等代替钢材， 只要进行适当的防腐处理或电镀处理即可。  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.
图 2是建筑板体框架 10的例子的示意图。建筑板体框架 10是由左右两侧的 纵向框架 12、 13和上框架 14及下框架 15构成的矩形框体 11， 该框体 11中纵 向框条 16及横向框条（中间框条） 17以一定间隔联结。 图 2 (A)是从室外所见 的建筑板体框架 10、 图 2 (B) 是从室内所见的建筑板体框架 10, 纵向框条 16 是配置在非均等分割框体 11宽度的位置上。 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, and the longitudinal frame strip 16 is disposed at the position of the width of the non-uniform divided frame 11. on.
如图 4所示， 构成建筑板体框架 10的纵向框架 12、 13、上框架 14、下框架 15、 纵向框条 16、 横向框条 17等的各个壳体 F是由剖面呈 C形（剖面是将英文 字母 C挤压成四角形的形状） 的长尺形状的卷边槽钢形成， 将横向框条 17伸入 两侧的纵向框架 12、 13的 C形开口内进行固定。此外， 同样地纵向框条 16也是 伸入上框架 14及下框架 15的 C形开口内进行固定的， 但是纵向框条 16不是固 定在建筑板体框架 10的中央， 而是固定在偏向纵向框架 13—侧的位置上。  As shown in FIG. 4, 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. In addition, 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.
而且，横向框条 17是由通过纵向框条 16的两条横向框条构成的，其中一侧 的横向框条的两端分别伸入纵向框架 13及纵向框条 16的开口内进行固定的，但 是另一侧的横向框条的一端是伸入于纵向框架 12的开口内， 另一端是通过与纵 向框条 16的开口背面侧进行焊接等方式进行固定的。  Moreover, 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. However, 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.
而且， 在建筑板体框架 10的上面， 即在上框架 14的上面 14a上， 为了能够 在建筑工地现场将建筑板体框架 10连续地设置于上方的位置时吊起建筑板体框 架 10， 在靠近纵向框架 12、 13的地方朝向上方形成有 2个带螺母的孔 18。该带 螺母的孔 18是用于在建筑工地现场将建筑板体框架 10安装于建筑物的结构躯干 上时固定吊环螺钉。  Moreover, on the upper surface of the building panel frame 10, that is, on the upper surface 14a of the upper frame 14, in order to be able to hang the building panel frame 10 when the building panel frame 10 is continuously placed at the upper position on the construction site, 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.
更进一步地，在建筑板体框架 10的左右两侧的纵向框架 12、 13的朝向室内 侧的侧面 12a、 13a上， 分别在上下各一个位置处形成有作为联结部的焊接螺母 19， 即在形成一体的建筑板体框架 10的四角的四个位置上形成有焊接螺母 19。  Further, on the side faces 12a, 13a of the longitudinal frames 12, 13 on the left and right sides of the building panel frame 10 facing the indoor side, 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.
必要的时候， 如图 4所示， 事先在纵向框架 12、 13、上框架 14、下框架 15、 纵向框条 16、 横向框条 17等的壳体 F的一定位置上形成孔， 然后将螺帽 91焊 接于该孔上。 在焊接壳体 F形成建筑板体框架 10时确定壳体 F的位置， 或在建 筑工地现场将建筑板体框架 10安装于建筑结构上时， 可以通过螺丝螺母将该螺 帽 91固定设置于一定位置上。 在联结相邻建筑板体框架 10时， 事先形成于壳 体 F上的孔位于 C形开口的相对侧的面上。  If necessary, as shown in FIG. 4, 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. When 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. When the adjacent building panel frame 10 is joined, the holes previously formed in the casing F are located on the opposite side faces of the C-shaped opening.
为了对准螺帽 91和壳体 F的焊接位置，通过如图 5所示的墩座 20的平面台 22上形成的定位孔 60和枢杆 96进行螺帽 91的焊接。 该枢杆 96的中央部形成 有环状部 96a， 将枢杆 96***定位孔 60时将环状部 96a接触于平面台 22的上 面 22a上， 使得枢杆 96不会从定位孔 60上掉落下来。 In order to align the welding position of the nut 91 and the housing F, the plane table through the podium 20 as shown in FIG. 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. When the pivot rod 96 is inserted into the positioning hole 60, the annular portion 96a is brought into contact with the upper surface 22a of the plane table 22, so that the pivot rod 96 does not fall off the positioning hole 60. Falling.
首先， 将枢杆 96放入定位孔 60中， 其次如图 4所示， 从壳体 F的外侧将 枢杆 96***形成于壳体 F上的孔 （图 4中未表示)， 从壳体 F的内侧将螺帽 91 安装于该枢杆 96上， 在壳体 F的内侧焊接螺帽 91。 焊接后将枢杆 96从壳体 F 中取出。此时， 定位孔 60的直径和枢杆 96的下侧的直径相同、开于壳体 F上的 孔的直径与环状部 96a的直径相同、 螺帽 91的孔的直径与枢杆 96a的上侧的直 径相同， 如此通过将枢杆 96***这些孔中， 可以使得壳体 F上的孔与螺帽 91 的孔的中心重合而焊接螺帽。  First, the pivot rod 96 is placed in the positioning hole 60. Next, as shown in FIG. 4, 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. At this time, 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.
图 3是建筑板体框架 10的其他实施例的示意图，是设置了 3条纵向框条 16a、 16b、 16c的例子。 而且， 图 3 (A) 是从室外所见的建筑板体框架 10的示意图、 图 3 (B)是从室内所见的建筑板体框架 10的示意图。 图 2及图 3所示的建筑板 体框架 10的纵向框条 16、 16a、 16b、 16c是以不同间隔配置的。 图 2 (A)所示 的实施例中，右侧的纵向框架 13与其紧邻的纵向框条 16之间的间隔比另一边的 纵向框架 12与纵向框条 16之间的间隔小。 此外， 在图 3 (A)所示的实施例中， 右侧的纵向框架 13与其紧邻的纵向框条 16c之间的间隔比其他相邻的纵向框条 之间或纵向框条与纵向框架之间的间隔（纵向框条 16a与纵向框条 16b之间的间 隔、 纵向框条 16b与纵向框条 16c之间的间隔、 纵向框条 16a与纵向框架 12之 间的间隔） 小。  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. 3(A), 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.
此外， 与图 2所示的相同， 图 3所示的建筑板体框架 10中， 在上框架 14 的上面 14a上， 带螺母的孔 18是朝向上方而形成的，在纵向框架 12、 13的侧面 12a、 13a上形成有焊接螺母 19。  Further, in the same manner as shown in Fig. 2, in the building panel frame 10 shown in Fig. 3, on the upper surface 14a of the upper frame 14, the hole 18 with the nut is formed upward, in the longitudinal frames 12, 13 A weld nut 19 is formed on the side faces 12a, 13a.
为了制造所述建筑板体框架 10, 如图 1所示， 本实施例中的建筑板体框架 制造装置 S， 主要由具有平面的墩座 20、 角钢群 30、 40、 50和定位孔 60、 打墨 孔 70构成的。  In order to manufacture the building panel frame 10, as shown in FIG. 1, 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.
如图 1所示， 墩座 20是由座脚 21和由座脚 21支撑的上面为平面的平面台 22构成的。该平面台 22的大小比需要制造的最大尺寸的建筑板体框架 10更大， 平面台 22的上面 22a上装配有多个角钢群。 本实施例的角钢群是由第一基准角 钢群 30、第二基准角钢群 40和定位角钢群 50构成的。 此外在墩座 20的平面台 22的上面 22a的一定位置上形成有定位孔 60。图中所示的墩座 20的大小只是示 例， 根据所制造的建筑板体框架 10的大小可以进行适当的变更。 As shown in Fig. 1, 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. Further, 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.
构成角钢群的各角钢如图 1及图 6中所示， 由 L字状的板体构成，具有多个 接触面。  As shown in Figs. 1 and 6, each of the angle steels constituting the angle group has an L-shaped plate body and has a plurality of contact faces.
换言之， 在本实施例中的第一基准角钢群 30， 是在墩座 20的端侧用于装置 纵向框架 12的基准位置上， 固定装置具有角钢端部 31b、 32b、 33b、 34b的 L 字状的角钢 31、 32、 33、 34的， 并且接触面 31a、 32a、 33a, 34a是朝向墩座 20的中央侧而设置的。  In other words, 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.
此外， 在本实施例中， 中间的可以自由装卸的固定角钢 35、 36通过螺丝螺 帽将其固定面 35b、 36b安装于墩座上，接触面 35a、 36a和其他角钢一样是朝着 墩座 20的中央侧设置的。 在本实施例中的固定角钢 35、 36的接触面 35a、 36a 和固定面 35b、 36b上分别形成有孔，将螺丝螺帽安装于固定面 35b、 36b上的孔 中， 将固定面 35b、 36b固定在墩座 20上。  In addition, in the present embodiment, 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. Set on the center side of 20. In the present embodiment, 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.
本实施例中的第二基准角钢群 40是由 5个角钢 41、 42、 43、 44、 45构成的， 与所述固定角钢 35、 36相同， 是由具有接触面 41a、 42a、 43a、 44a、 45a和固 定面 41b、 42b、 43b, 44b、 45b的 L字状的板体构成的， 在墩座 20上的与所述 第一基准角钢群 20的水平方向大致呈 90度角的端侧位置上配置有不同接触面- 41a、 42a、 43a、 44a、 45a 0在这些第二基准角钢群 40的接触面 41a、 42a, 43a、 44a、 45a和固定面 41b、 42b、 43b、 44b、 45b上， 分别形成有各个孔， 在固定 面 41b、 42b、 43b、 44b、 45b侧的孔中安装螺丝螺帽将固定面 41b、 42b、 43b 44b, 45b固定在墩座 20上。 如此， 第二基准角钢群 40可以从墩座 20上自由装 卸，因此可以对应制造的建筑板体框架 10的上下框架 14、 15的长度装配在墩座 上。 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. Thus, the second reference angle group 40 can be detachably attached from the pedestal 20, and thus can be assembled on the pedestal corresponding to the length of the upper and lower frames 14, 15 of the manufactured slab frame 10.
此外， 在与第一基准角钢群 30的一定间隔的位置上， 并排设置有定位角钢 群 50。 本实施例中的定位角钢群 50由呈 L宇状的 8个角钢 51〜58构成， 具有 分别与第一基准角钢群 30相同方向的接触面 51a〜58a。 而且在所述角钢群 50 (51〜58)之间， 与固定角钢 35、 36平行的方向上， 分别成对地设置有横向框 条设置角钢 100， 在横向框条设置角钢 100上配置有高度调整部。 如图 5所示， 本实施例的高度调整部是由高度调整板 98构成的。 Further, at a position spaced apart from the first reference angle group 30, 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.
而且， 该定位角钢群 50及横向框条设置角钢 100分别具有位置间隔调整部 R。定位角钢群 50的位置间隔调整部 R是由形成于墩座 20的长圆孔 94和横向框 条设置角钢 100以及作为固定部的螺丝螺帽 95构成的。将各角钢 51〜58及横向 框条设置角钢 100装配于墩座 20上的长圆孔 94上，***作为固定部的螺丝螺帽 95的螺丝，通过墩座 20内侧的螺帽（图中未表示）进行固定。通过这样的构成， 旋松螺丝螺帽可以在形成于墩座 20上的长圆孔 94的较长方向上移动定位角钢群 50及横向框条设置角钢 100， 进行安装位置的调整。  Further, 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. With such a configuration, 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.
在墩座 20上的第二基准角钢群 40的各个角钢 42〜44的设置位置的附近， 在定位角钢群 50的移动范围内即长圆孔 94的较长方向的长度内，形成有用于确 定打墨位置的打墨孔 （打墨位置确定孔）。 该孔是用于固定打墨用的线的孔， 在 打墨孔 70中，安装图中未显示的螺钉，在安装于打墨孔 70中的螺钉上缠上线并 通过拉伸该线确定位置。 据此， 进行打墨， 使得定位角钢群 50及横向框条设置 角钢 100的各个接触面 51a〜58a及 100a是被定位于与第一基准角钢群 30的接 触面 31a〜36a平行的位置上。如此，通过将用于安装螺钉的打墨孔 70设置于一 定位置上， 可以准确地打上墨线。  In the vicinity of the position where the respective angles 42 to 44 of the second reference angle steel group 40 on the podium 20 are located, in the moving range of the positioning angle group 50, that is, the length in the longer direction of the oblong hole 94, a determination is made for determining 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. . Accordingly, 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. Thus, by arranging the ink ejector hole 70 for mounting the screw at a certain position, the ink line can be accurately printed.
此外， 如上所述事先在纵向框架 12、 13及上下框架 14、 15等的壳体 F上形 成孔， 将螺帽 91焊接在该孔上。 如图 5所示， 在形成于墩座 20上的定位孔 60 中***枢杆 96， 从而在将壳体 F设置于墩座 20上时， 是通过将该枢杆％嵌入 形成于壳体 F上的螺帽 91中来确定壳体 F的设置位置的。  Further, as described above, 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. As shown in FIG. 5, 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.
其次，就采用上述结构的建筑板体框架制造装置 S制造建筑板体框架的方法 进行说明。  Next, a method of manufacturing a building panel frame using the building panel frame manufacturing apparatus S having the above structure will be described.
图 11是制造建筑板体框架的步骤图， 本实施例中的制造矩形建筑板体框架 10 的建筑板体框架制造方法， 包括位置对照步骤、 纵向框架设置步骤、 横向框 架设置步骤、 纵向框条设置步骤、 横向框条设置步骤、 纵横框架设置步骤。  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.
如图 10所示，位置对照步骤是将固定的第一基准角钢群 30和以一定间隔设 置的定位角钢群 50对照纵向框架 12的设置位置的步骤。 因此， 将确认孔（图中 未示出）设置于定位角钢群 50的各个角钢的角落而设置定位角钢群 50， 进行定 位角钢群 50的位置对照。 ' 其次， 为了设置纵向框条 16 ( 16a, 16b、 16c)进行打墨。 通过打墨确定基 准位置， 从而在后述的纵向框条设置步骤中设置纵向框条 16 ( 16a, 16b, 16c)。 此时，根据纵向框条的种类， 移动定位角钢群 50的各个角钢 51〜58的位置， 但 是采用打墨孔 70可以方便地调整至墨线位置。换言之，在墩座 20的两端侧的打 墨孔 70中安装螺钉，在放入打墨孔 70中的螺钉上缠上线并拉伸该线来确定位置。 如此，通过将用于安装螺钉的打墨孔 70设置于一定位置上，可以准确地打墨线。 As shown in FIG. 10, 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. ' Next, in order to set the longitudinal frame strips 16 (16a, 16b, 16c), 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. At this time, 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. In other words, 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. Thus, by arranging the ink ejector hole 70 for mounting the screw at a certain position, the ink line can be accurately inked.
其次，如图 1所示，将第二基准角钢群 40沿直线设置于墩座 20的端侧位置 上， 第二基准角钢群 40的接触面 41a〜45a相对于第一基准角钢群 30的接触面 31a至 34a略呈 90度角。 据此， 可以确定矩形建筑板体框架 10的纵向框架 12 和上框架 14的两个边的基准位置。  Next, as shown in FIG. 1, 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.
接着， 进行纵向框架设置步骤。如图 7所示， 在该纵向框架设置步骤中， 将 纵向框架 12的背面对准在第一基准角钢群 30的接触面 31a〜34a上， 使得开口 朝向墩座 20的中央而进行设置。 接着， 通过螺丝螺帽固定位于第一基准角钢群 30中间的固定角钢 35、 36和纵向框架 12。  Next, 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.
再则， 进行横向框架设置步骤。如图 8所示， 在该横向框架设置步骤中， 将 横向框架 (本实施例中为横向框架 14)对准在第二基准角钢群 40的接触面 41a〜 45a上进行设置。 此时， 将上框架 14和纵向框架 12进行连接设置， 进行位置的 确定， 通过焊接将上框架 14和纵向框架 12的连接部连接在一起。  Furthermore, 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.
接着，进行纵向框条设置步骤。如图 10所示，在纵向框条 16的设置步骤中， 对照定位角钢群 50设置纵向框条 16a〜16c。此时， 参考通过打墨而标有记号的 线， 沿着定位角钢群 50及横向框条设置角钢 100的各个接触面 51a〜58a、 100a 进行设置。  Next, the vertical frame setting step is performed. As shown in Fig. 10, in the setting step of the longitudinal frame strip 16, the longitudinal frame strips 16a to 16c are provided in comparison with the positioning angle group 50. At this time, reference is made to the respective contact faces 51a to 58a, 100a of the angle steel 100 along the positioning angle group 50 and the lateral frame strip with reference to the line marked with the ink.
然后， 进行横向框条设置步骤。在横向框条设置步骤中， 在横向框条设置角 钢 100之间设置横向框条 17并通过焊接进行与纵向框架 12、 13及纵向框条 16 ( 16a〜16c)连接的步骤。 由于纵向框架 12、 13及纵向框条 16 ( 16a〜16c)是 具有开口且剖面呈 C形状的壳体， 因此当在该开口中连接横向框条 17时， 以及 将横向框条 17放入纵向框架 12、 13及纵向框条 16 ( 16a〜16c) 的 C形开口内 时， 通过嵌入开口内， 虽然在平面台 22的上面 22a可以保持一定间隔， 但是在 开口的相对侧的面上连接纵向框架 12、 13及纵向框条 16 ( 16a〜16c)时， 由于 横向框条 17会从平面台 22的上面 22a滑落下来， 因此设置髙度调整板 98作为 高度调整部。 Then, proceed to the horizontal frame setting step. In the lateral bezel setting step, 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. Since 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 When 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.
接着， 进行纵横框架设置步骤。纵横框架设置步骤是通过上述各步骤， 在作 为基准的第一基准角钢群 30及第二基准角钢群 40上设置纵向框架 12和上框架 14， 按顺序偏向一方地设置纵向框条 16 ( 16a〜16c)及横向框条 17后， 在位于 墩座 20的第一基准角钢群 30的相对侧的定位角钢 57、 58及配置横向框条角钢 100上设置纵向框架 13。 进而在使得下框架 15的两端连接于纵向框架 12、 13， 并且朝向中央的面连接于纵向框条 16 ( 16a〜16c) 的端部的前提下设置下框架 15， 并将各连接部通过焊接进行连接。  Next, the vertical and horizontal frame setting steps are performed. 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~). After 16c) and the transverse frame strip 17, 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. Further, 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.
如上所述， 在本实施例中，在一个方向上确定基准位置， 基准位置侧与相对 侧可以自由选定， 事先设置各个壳体 F。 接着， 在该墩座 20上通过焊接组装各 纵向框条和横向框条。此外，在设置纵向框条和横向框条时， 也可以同时焊接壳 体 F上的螺母。但是，在本实施例中，也可以只事先在壳体 F (纵向框架 12、 13、 上下框架 14、 15、 纵向框条 16、 横向框条 17) 的一定位置上焊接螺母。  As described above, in the present embodiment, 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. Next, each of the longitudinal frame strips and the lateral frame strips are assembled by welding on the podium 20. In addition, the nut on the casing F can also be welded at the same time when the longitudinal frame and the horizontal frame are provided. However, in the present embodiment, it is also possible to weld the nut only at a predetermined position of the casing F (the longitudinal frames 12, 13, the upper and lower frames 14, 15, the longitudinal frame strip 16, and the transverse frame strip 17).
而且， 例如， 如图 9所示， 自由端侧的纵向框架 13的固定是将定位角钢群 57的接触面 57a (图 9中未表示)和纵向框架连接在一起， 以该定位角钢群 57为 基础通过虎钳 97固定纵向框架 13。 则在通过虎钳固定后， 通过焊接按顺序进行 连接。 而且结束焊接后， 通过磨床进行打磨。  Further, for example, as shown in FIG. 9, 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.
如上所述， 由于定位角钢群 50的各角钢 51〜58可以自由移动，所以在各角 钢间可以设定各种各样的宽度， 可以任意确定纵向框架 12、 13及纵向框条 16 的设置位置。 如此， 进行位置对照， 通过设置各壳体 F, 可以制造各种形状的建 筑板体框架 10。  As described above, since the 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.

Claims

权利要求书 Claim
1.一种建筑板体框架制造装置， 是制造矩形建筑板体框架的建筑板体框架 制造装置， 其特征如下， 包括： 具有平面的墩座； 该墩座上的一端侧的基准位置 上固定地设置接触面位于同一平面的多个角钢而构成的第一基准角钢群；具有与 该第一基准角钢群相同方向的接触面并且与第一基准角钢群以一定间隔设置的 多个角钢构成的定位角钢群； 相对于所述第一基准角钢群， 具有大致成 90度角 的接触面，并且在所述墩座上的第一基准角钢群邻接的端侧位置上使其接触面位 于同一平面地设置多个角钢而构成的第二基准角钢群；所述定位角钢群相对于所 述第一基准角钢群为位置间隔调整部。 A building panel frame manufacturing apparatus, which is a building panel frame manufacturing apparatus for manufacturing a rectangular building panel frame, and is characterized by comprising: a flat-shaped abutment; a fixed position on one end side of the buttress a first reference angle steel group formed by a plurality of angle steels whose contact faces are located on the same plane; a contact angle having the same direction as the first reference angle steel group and a plurality of angle steels disposed at a certain interval from the first reference angle steel group Locating an angle group; having a contact surface having an angle of substantially 90 degrees with respect to the first reference angle group, and having the contact faces at the same plane on the end side positions of the first reference angle group on the pedestal a second reference angle steel group formed by providing a plurality of angles; the positioning angle group is a position interval adjusting portion with respect to the first reference angle group.
2.如权利要求 1所述的建筑板体框架制造装置， 其特征如下： 在所述定位 角钢群上设置由装配了横向框条的横向框条设置角钢，在该横向框条设置角钢上 设置有髙度调整部。  The apparatus for manufacturing a building panel frame according to claim 1, wherein the positioning angle steel group is provided with an angle frame provided by a horizontal frame strip equipped with a horizontal frame strip, and the angle frame is set on the horizontal frame strip. There is a twist adjustment unit.
3.如权利要求 1或权利要求 2所述的建筑板体框架制造装置，其特征如下： 所述位置间隔调整部是由形成于所述墩座上的长圆孔和角钢及固定部构成，在所 述长圆孔上设置所述角钢，通过所述固定部可以在所述长圆孔的较长方向上进行 移动。  The apparatus for manufacturing a building panel frame according to claim 1 or 2, wherein the position interval adjusting portion is formed by an oblong hole formed in the podium, an angle steel, and a fixing portion. The angle steel is disposed on the oblong hole, and the fixing portion can be moved in a longer direction of the oblong hole.
4. 如权利要求 1或权利要求 2所述的建筑板体框架制造装置，其特征如下： 在所述墩座上的定位角钢群侧上， 形成有用于在其移动范围内确定打墨位置的 孔。  4. The apparatus for manufacturing a building panel frame according to claim 1 or claim 2, wherein: on a side of the positioning angle group on the podium, a position for determining an inking position within a range of movement thereof is formed. hole.
5. 如权利要求 1或权利要求 2所述的建筑板体框架制造装置,其特征如下： 在所述墩座的一定位置上， 形成有用于对照位置的孔。  The apparatus for manufacturing a building panel frame according to claim 1 or claim 2, wherein the hole is formed at a position of the pedestal for the control position.
6. 一种建筑板体框架制造方法， 是通过一种建筑板体框架制造装置制造矩 形建筑板体框架的建筑板体框架制造方法，所述建筑板体框架制造装置是一种制 造矩形建筑板体框架的建筑板体框架制造装置， 其特征如下， 包括： 具有平面的 墩座；该墩座上的一端侧的基准位置上固定地设置接触面位于同一平面的多个角 钢而构成的第一基准角钢群；具有与该第一基准角钢群相同方向的接触面并且与 第一基准角钢群以一定间隔设置的多个角钢构成的定位角钢群；相对于所述第一 基准角钢群， 具有大致成 90度角的接触面， 并且在所述墩座上的第一基准角钢 群邻接的端侧位置上使其接触面位于同一平面地设置多个角钢而构成的第二基 准角钢群； 所述定位角钢群相对于所述第一基准角钢群为位置间隔调整部。 6. A method for manufacturing a building panel frame, which is a method for manufacturing a building panel frame by manufacturing a rectangular panel body frame by a building panel frame manufacturing device, wherein the building panel frame manufacturing device is a rectangular building panel The structural panel frame manufacturing apparatus of the body frame is characterized as follows, comprising: a platform having a flat surface; a first position formed on one end side of the buttress is fixedly provided with a plurality of angle steels whose contact faces are located in 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 disposed at a certain interval from the first reference angle steel group; and having a substantially perpendicular to the first reference angle steel group a 90 degree angle contact surface and a first reference angle steel on the podium a second reference angle steel group formed by arranging a plurality of angles on the end side position of the group adjacent to the same plane; the positioning angle group is a position interval adjustment unit with respect to the first reference angle group.
所述建筑板体框架制造方法的特征如下， 包含以下步骤： 对照所述定位角 钢群的位置的位置对照步骤；对照所述第一基准角钢群设置纵向框架的纵向框架 设置步骤；对照所述第二基准角钢群设置横向框架的横向框架设置步骤；对照所 述定位角钢群设置纵向框条的纵向框条设置步骤；将纵向框架及横向框架分别设 置于位于所述墩座的所述第一基准角钢群及第二基准角钢群的相反侧的角钢群 上的纵横框架设置步骤。  The method for manufacturing the building panel frame is as follows, comprising the steps of: a position comparison step of comparing the position of the positioning angle group; and a longitudinal frame setting step of setting the longitudinal frame against the first reference angle group; a horizontal frame setting step of the two reference angle steel groups providing a lateral frame; a longitudinal frame strip setting step of setting the longitudinal frame strips against the positioning angle steel group; and the longitudinal frame and the lateral frame being respectively disposed on the first reference located at the podium A longitudinal and lateral frame setting step on the angle steel group on the opposite side of the angle steel group and the second reference angle steel group.
PCT/CN2007/000902 2007-03-20 2007-03-20 An apparatus and method for manufacturing the architectonical plate frames WO2008113208A1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111923197A (en) * 2020-07-13 2020-11-13 亚泰集团沈阳现代建筑工业有限公司 Wallboard mold with prefabricated components and assembling method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3400322A1 (en) * 1983-12-07 1985-06-13 4600 Dortmund Gesellschaft für Fertigbautechnik mbH Apparatus for producing monolithic reinforced-concrete unitised units which are open on at least one side, the open side being directed downwards, and are in particular bell-shaped
WO1994029090A1 (en) * 1993-06-11 1994-12-22 Kun Hee Suh Method and apparatus for manufacturing pc concrete plate
JPH08229926A (en) * 1995-03-01 1996-09-10 Daiwa House Ind Co Ltd Manufacture of precast member
JPH09209496A (en) * 1996-02-07 1997-08-12 Daiwa House Ind Co Ltd Fiber reinforcing external panel for house and production method and device thereof
FR2874349A1 (en) * 2004-08-20 2006-02-24 Jean Paul Martinez Pre-fabricated mortar and concrete product e.g. reinforced concrete beam, fabricating device for e.g. building industry, has two beams, where each beam has three pairs of chisels to constitute lift table vertically moved by two jacks
CN1796073A (en) * 2004-12-20 2006-07-05 润弘精密工程事业股份有限公司 Method for fabricating precast products and forming appliance

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3400322A1 (en) * 1983-12-07 1985-06-13 4600 Dortmund Gesellschaft für Fertigbautechnik mbH Apparatus for producing monolithic reinforced-concrete unitised units which are open on at least one side, the open side being directed downwards, and are in particular bell-shaped
WO1994029090A1 (en) * 1993-06-11 1994-12-22 Kun Hee Suh Method and apparatus for manufacturing pc concrete plate
JPH08229926A (en) * 1995-03-01 1996-09-10 Daiwa House Ind Co Ltd Manufacture of precast member
JPH09209496A (en) * 1996-02-07 1997-08-12 Daiwa House Ind Co Ltd Fiber reinforcing external panel for house and production method and device thereof
FR2874349A1 (en) * 2004-08-20 2006-02-24 Jean Paul Martinez Pre-fabricated mortar and concrete product e.g. reinforced concrete beam, fabricating device for e.g. building industry, has two beams, where each beam has three pairs of chisels to constitute lift table vertically moved by two jacks
CN1796073A (en) * 2004-12-20 2006-07-05 润弘精密工程事业股份有限公司 Method for fabricating precast products and forming appliance

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111923197A (en) * 2020-07-13 2020-11-13 亚泰集团沈阳现代建筑工业有限公司 Wallboard mold with prefabricated components and assembling method thereof

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