CN104481134A - Scaffold cross rod connector and production process thereof - Google Patents

Scaffold cross rod connector and production process thereof Download PDF

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Publication number
CN104481134A
CN104481134A CN201410682805.9A CN201410682805A CN104481134A CN 104481134 A CN104481134 A CN 104481134A CN 201410682805 A CN201410682805 A CN 201410682805A CN 104481134 A CN104481134 A CN 104481134A
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CN
China
Prior art keywords
cross bar
butterfly
spacer
scaffold
bar joint
Prior art date
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Pending
Application number
CN201410682805.9A
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Chinese (zh)
Inventor
莫彩兰
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Individual
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Individual
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Publication date
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Priority to CN201410682805.9A priority Critical patent/CN104481134A/en
Publication of CN104481134A publication Critical patent/CN104481134A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a scaffold cross rod connector which comprises a connection pin, a positioning fixing connector. The connection pin is formed by tightly adhering two metal pieces along a Z-shaft, the positioning fixing connector and the connection pin are integrally formed, and the positioning fixing connector comprises two connecting reinforcement ribs formed by the metal pieces extending along the Z-shaft upwards and further comprises two butterfly positioning pieces symmetrically distributed along the Z-shaft. The butterfly positioning pieces and the connecting reinforcement ribs are reversely bent around the Z-shaft and integrally formed, and the inscribed circles or inscribed ovals of the two butterfly positioning pieces are matched with inner holes of a cross rod. The invention further discloses a production process of the scaffold cross rod connector. The scaffold cross rod connector and the production process are suitable for scaffolds in the building industry.

Description

Scaffold cross bar joint and production technology thereof
Technical field
The present invention relates to a kind of scaffold cross bar joint, also relate to the production technology of this scaffold cross bar joint.
Background technology
In prior art, after scaffold cross bar joint and scaffold cross bar welding edges are integrated, with the button dish grafting of vertical rod, see Fig. 1, scaffold comprises cross bar 3, montant 2, montant 2 N number of button dish 1, N >=1 spaced apart, and see Fig. 2, button dish 1 has central through hole 11; Four location button holes 12 are symmetrically distributed on disc around central through hole 11.See Fig. 3, the cross bar 3 of belt lacing 31, can pack into by the mutually affixed button dish 1 of central through hole 11 and montant 2 location button hole 12 on.During installation, first joint 31 moves to above the correspondence location button hole 12 of button dish 1 by cross bar 3 in the direction of arrow A, then injects in the direction of arrow B in the button hole 12 of location, namely achieves the connection of cross bar 3 and montant 2; See Fig. 4, the welding edges that the tubular top 311 of being abutted against head packs into cross bar 3 that is connected and fixed of joint 31 and cross bar 3 is fixed, because tubular top 311 is larger than the outside dimension of cross bar 3, scaffold erecting on lay pedal time need to avoid tubular top 311, the stacking also affecting cross bar during storage is neat.
Summary of the invention
Technical problem underlying to be solved by this invention is, provides that a kind of structure is simple, bearing strength good, does not affect and lay pedal and cross bar can be made to stack neat scaffold cross bar joint when receiving.
Another technical problem to be solved of the present invention is, provides the production technology of producing above-mentioned scaffold cross bar joint.
For solving first technical problem underlying, the technical scheme that scaffold cross bar joint of the present invention adopts is: scaffold cross bar joint, this scaffold cross bar joint be used for be welded as a whole with cross bar after, scaffold is formed with the button dish snapping in vertical rod, this cross bar is pipe fitting, comprise inserting foot, this inserting foot to be fitted tightly along Z axis by two panels sheet metal and forms; Locate affixed head, the affixed head in this location and inserting foot one-body molded; Locate affixed head to comprise by sheet metal along two connection strengthening ribs that Z-axis direction extends, also comprise along the symmetrical two panels butterfly spacer of Z axis, this butterfly spacer and connection strengthening rib oppositely bend one-body molded around Z axis, the inscribed circle of two panels butterfly spacer or the endoporus of inner ellipse and cross bar suitable.
Beneficial effect: in technique scheme, when the inscribed circle of two panels butterfly spacer and the endoporus of cross bar suitable, butterfly spacer packs in the endoporus of cross bar and locates, this cross bar has bit-avoiding slot along axis, the injection of tolerable two panels sheet metal, butterfly spacer packs into cross bar endoporus and is welded and fixed, because the mode that is connected and fixed of scaffold cross bar joint and cross bar adopts inner cased type, when making to lay pedal on scaffolding erecting, scaffold cross bar joint can not produce the area supported of cross bar and hinder, do not affect and lay pedal and cross bar can be made when receiving to stack neatly, due to butterfly spacer, connection strengthening rib and inserting foot one-body molded, make scaffold cross bar joint result simple, bearing strength is good, another kind of technical scheme is: when two panels butterfly spacer inscribed circle is in time oval, after packing into the end endoporus of cross bar, crossbar end clamps by the direction along this ellipse short shaft line, make the endoporus of crossbar end and butterfly spacer inscribed circle suitable, make the mutual location of butterfly spacer and crossbar end endoporus more firm.
Improve as to the one of technique scheme, butterfly spacer and described connection strengthening rib bending angle are 90 degree.This improvement makes the materials utilization rate of two panels butterfly spacer high.
Improve as to the one of technique scheme, inserting foot has positioning convex at the end surface near connection strengthening rib, and this inserting foot cross-sectional width is wide at the top and narrow at the bottom.This positioning convex makes the height of cross bar in the button hole of location consistent, is convenient to unified setting height(from bottom), and inserting foot cross-sectional width be wide at the top and narrow at the bottomly locating grafting in button hole when being convenient to install.
Improve as to the one of technique scheme, a breach is kept away in the below near described butterfly spacer between inserting foot and described connection strengthening rib, and there is dowel hole described inserting foot lower end.It is simpler and easy that this keeps away operation when a breach makes processing reflexed butterfly spacer, and dowel hole can prevent inserting foot from departing from location button hole after installing alignment pin, improve the safety of use.
Improve as to the one of technique scheme, be connected as one bottom two panels sheet metal.This improvement makes whole scaffold cross bar joint one-body molded, simplifies production technology, improves the bulk strength of scaffold cross bar joint.
For second technical problem solved, provide a kind of production technology of producing above-mentioned scaffold cross bar joint:
First step blanking
Metal Flake material is cut out with the punch ram arranging upper and lower male and female mold, described upper and lower male and female mold makes the shape two ends of stamped out Metal Flake material have butterfly spacer described in a slice respectively, consistent from the symmetrical expanded view in the top of the affixed head in described location with described scaffold cross bar joint;
Second step bending is shaped
Described Metal Flake material is bent to form the sheet metal that fits together of two panels be connected bottom Z axis from middle part symmetry, described inserting foot is formed on bottom, the expansion shape of described connection strengthening rib and described butterfly spacer is formed on top, then the described butterfly spacer and described connection strengthening rib that are placed in top is bent from both connecting places;
3rd step burr removing.
Beneficial effect: above-mentioned fabrication processing is efficiently convenient, percent defective is low, have good economic benefit.During first step blanking, Metal Flake material shape settles at one go as final molding shape is laid a solid foundation, and bends shaping last one welding sequence of laggard row and burr removing at second step.
Improve as to the one of technique scheme, the first step is also included on described Metal Flake material and goes out described positioning convex with the punch press arranging upper and lower male and female mold, and goes out described dowel hole.The details such as punching and positioning convex is improved in above-mentioned improvement, prepares for second step bending shaping has directly settled whole making at one go.
Accompanying drawing explanation
Fig. 1 is the front view of the scaffold of prior art;
Fig. 2 is the front view of the button dish of the scaffold of prior art;
Fig. 3 is the using state scheme of installation of the scaffold of prior art;
Fig. 4 is scaffold cross bar and the scaffold cross bar weld schematic diagram of prior art;
Fig. 5 is the stereogram of scaffold cross bar joint first embodiment of the present invention;
Fig. 6 is the sectional view that the scaffold cross bar joint of scaffold cross bar joint first embodiment of the present invention welds mutually with cross bar;
Fig. 7 is the D direction view of Fig. 6;
Fig. 8 is the local scheme of installation of the scaffold of scaffold cross bar joint first embodiment of the present invention;
Fig. 9 is the D direction view being equivalent to Fig. 6 of scaffold cross bar joint second embodiment of the present invention;
Figure 10 is the schematic diagram that the present invention produces the Metal Flake material of the manufacture craft first step of scaffold cross bar joint;
Figure 11 is the schematic diagram that the present invention produces that in the manufacture craft second step of scaffold cross bar joint, inserting foot bending is shaped;
Figure 12 is the schematic diagram that the present invention produces that in the manufacture craft second step of scaffold cross bar joint, the bending of butterfly spacer is shaped.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further described.
First embodiment of scaffold cross bar joint
As shown in Figure 5, the technical scheme that scaffold cross bar joint of the present invention adopts is: scaffold cross bar joint 4 comprises inserting foot 41, locates affixed 42, locate affixed 42 with inserting foot 41 one-body molded.Locate and comprise two connection strengthening ribs 421 and two panels butterfly spacer 422 for affixed 42; Inserting foot 41 to be fitted tightly along Z axis by two panels sheet metal 411 and forms, be connected as one bottom two panels sheet metal 411, inserting foot 41 cross-sectional width is wide at the top and narrow at the bottom, and inserting foot 41 has positioning convex 412 on the surface of the one end near connection strengthening rib 421, and there is dowel hole 414 inserting foot 41 lower end; Connection strengthening rib 421 is formed along Z-axis direction extends by sheet metal 411, two panels butterfly spacer 422 is symmetrical along Z axis, butterfly spacer 422 and connection strengthening rib 421 oppositely bend one-body molded around Z axis, and butterfly spacer 422 and connection strengthening rib 421 bending angle are 90 degree; A breach 413 is kept away in below near butterfly spacer 422 between inserting foot 41 and connection strengthening rib 421.
As shown in Figure 6, during use, scaffold cross bar joint 4 and cross bar 3 are welded as a whole, cross bar 3 is pipe fitting, butterfly spacer 422 packs in the endoporus of cross bar 3 and locates, cross bar 3 has bit-avoiding slot 32 along axis, and the injection of tolerable two panels sheet metal 411, butterfly spacer 422 packs into cross bar 3 endoporus and is welded and fixed.
As shown in Figure 7, the inscribed circle of two panels butterfly spacer 422 and the endoporus of cross bar 3 suitable.
As shown in Figure 8, the scaffold cross bar joint 4 be welded as a whole with cross bar 3 forms scaffold with button dish 1 snapping in vertical rod 2, can prevent inserting foot 41 from departing from location button hole 12, improve the safety of use after dowel hole 414 installs alignment pin.
Second embodiment of scaffold cross bar joint
The present embodiment is substantially identical with the first embodiment, its difference is, see Fig. 9, two panels butterfly spacer 422 inscribed circle is in oval, after packing into the end endoporus of cross bar 3, along this ellipse short shaft line direction by cross bar 3 end clamp, make the endoporus of cross bar 3 end and butterfly spacer 422 inner ellipse suitable, make the mutual location of butterfly spacer and crossbar end endoporus more firm.
The embodiment of the production technology of scaffold cross bar joint:
First step blanking
See Figure 10, Metal Flake material 5 is cut out with the punch ram arranging upper and lower male and female mold, upper and lower male and female mold makes the shape two ends of stamped out Metal Flake material 5 have a slice butterfly spacer 422 respectively, consistent from the symmetrical expanded view in the top of locating affixed head with scaffold cross bar joint; Metal Flake material 5 goes out positioning convex 412 with the punch press arranging upper and lower male and female mold, and goes out described dowel hole 414.
Second step bending is shaped
See Figure 10, Figure 11, Metal Flake material 5 is bent to form from middle part 51 symmetry the sheet metal 411 that 415 two panels be connected fit together bottom Z axis, inserting foot 41 is formed on bottom, the expansion shape of connection strengthening rib 421 and butterfly spacer 422 is formed on top, see Figure 12, then the butterfly spacer 422 being placed in top is bent from both connecting places with connection strengthening rib 421;
3rd step burr removing.

Claims (7)

1. scaffold cross bar joint, described scaffold cross bar joint be used for be welded as a whole with cross bar after, form scaffold with the button dish snapping in vertical rod, described cross bar is pipe fitting, comprises
Inserting foot, described inserting foot to be fitted tightly along Z axis by two panels sheet metal and forms;
Locate affixed head, the affixed head in described location and described inserting foot one-body molded;
It is characterized in that:
The affixed head in described location comprises by described sheet metal along two connection strengthening ribs that Z-axis direction extends, also comprise along the symmetrical two panels butterfly spacer of Z axis, described butterfly spacer and described connection strengthening rib oppositely bend one-body molded around Z axis, the inscribed circle of butterfly spacer described in two panels or the endoporus of inner ellipse and described cross bar suitable.
2. scaffold cross bar joint according to claim 1, is characterized in that: described butterfly spacer and described connection strengthening rib bending angle are 90 degree.
3. scaffold cross bar joint according to claim 1 and 2, is characterized in that: described inserting foot has positioning convex at the end surface near connection strengthening rib, and described inserting foot cross-sectional width is wide at the top and narrow at the bottom.
4. scaffold cross bar joint according to claim 1 and 2, is characterized in that: a breach is kept away in the below near described butterfly spacer between described inserting foot and described connection strengthening rib, and there is dowel hole described inserting foot lower end.
5. the scaffold cross bar joint according to any one of claim 1 or 2, is characterized in that: be connected as one bottom described two panels sheet metal.
6. the production technology of scaffold cross bar joint, is characterized in that:
First step blanking
Metal Flake material is cut out with the punch ram arranging upper and lower male and female mold, described upper and lower male and female mold makes the shape two ends of stamped out Metal Flake material have butterfly spacer described in a slice respectively, consistent from the symmetrical expanded view in the top of the affixed head in described location with described scaffold cross bar joint;
Second step bending is shaped
Described Metal Flake material is bent to form the sheet metal that fits together of two panels be connected bottom Z axis from middle part symmetry, described inserting foot is formed on bottom, the expansion shape of described connection strengthening rib and described butterfly spacer is formed on top, then the described butterfly spacer and described connection strengthening rib that are placed in top is bent from both connecting places;
3rd step burr removing.
7. the production technology of scaffold cross bar joint according to claim 6, is characterized in that: the described first step is also included on described Metal Flake material and goes out described positioning convex with the punch press arranging upper and lower male and female mold, and goes out described dowel hole.
CN201410682805.9A 2014-11-25 2014-11-25 Scaffold cross rod connector and production process thereof Pending CN104481134A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410682805.9A CN104481134A (en) 2014-11-25 2014-11-25 Scaffold cross rod connector and production process thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410682805.9A CN104481134A (en) 2014-11-25 2014-11-25 Scaffold cross rod connector and production process thereof

Publications (1)

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CN104481134A true CN104481134A (en) 2015-04-01

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155835A (en) * 2015-09-09 2015-12-16 覃玉兰 Scaffold connection sleeve disc and production technology thereof
CN111344466A (en) * 2017-10-16 2020-06-26 Peri有限公司 Horizontal cross bar
CN114378585A (en) * 2022-03-22 2022-04-22 中国核工业中原建设有限公司 Reusable outer frame wall connecting piece machining device and method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155835A (en) * 2015-09-09 2015-12-16 覃玉兰 Scaffold connection sleeve disc and production technology thereof
CN111344466A (en) * 2017-10-16 2020-06-26 Peri有限公司 Horizontal cross bar
CN111344466B (en) * 2017-10-16 2023-01-06 Peri有限公司 Horizontal cross bar
CN114378585A (en) * 2022-03-22 2022-04-22 中国核工业中原建设有限公司 Reusable outer frame wall connecting piece machining device and method
CN114378585B (en) * 2022-03-22 2022-07-26 中国核工业中原建设有限公司 Reusable outer frame wall connecting piece machining device and method

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Application publication date: 20150401