CN104481127A - Rigidly-connected and high-strength die plate supporting system - Google Patents
Rigidly-connected and high-strength die plate supporting system Download PDFInfo
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- CN104481127A CN104481127A CN201410632501.1A CN201410632501A CN104481127A CN 104481127 A CN104481127 A CN 104481127A CN 201410632501 A CN201410632501 A CN 201410632501A CN 104481127 A CN104481127 A CN 104481127A
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- vertical rod
- plug
- dish
- cross bar
- fixedly connected
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Abstract
The invention provides a rigidly-connected and high-strength die plate supporting system. The system comprises a plurality of vertical rods (1) and a plurality of transverse rods (2); a reinforcing sleeve (12) is fixedly connected to connecting joints of the vertical rods (1) and the transverse rods (2); a fixed connecting plate (14) is fixedly connected to one end of the reinforcing sleeve (12); through fixed inserting openings (16) are upwards formed in four sides of the fixed connecting plate (14) in different directions; a movable connecting plate (13) which can move up and down is arranged on the sleeve (12); through movable inserting openings (17) are upwards formed in the four sides of the fixed connecting plate (14) in different directions; the fixed inserting openings (16) and the movable inserting openings (17) are pairwise corresponding to each other; bidirectional inserting heads (21) are respectively arranged at two ends of the transverse rods (2); two ends of each bidirectional inserting head (21) are thin, and while the middle of each bidirectional inserting head (21) is thick. The system has the advantages of being safe, reliable, and convenient to arrange.
Description
Art
The present invention relates to a kind of scaffold adopting Novel connection type, more particularly, relate to one in construction work, adopt rigidly connected high-strength form bracing system.
Background technology
Scaffold refers to that job site is operative and solves the various s supports that vertical and horizontal transport sets up, and works up and down or carries out perimeter security net go along with sb. to guard him and high-altitude installation component etc. mainly for constructor.Some engineering is also worked as template scaffold and is used.But in engineering application, traditional scaffold exposes many deficiencies.Be mainly manifested in the following aspects:
1, fastener connected node belongs to semi-rigid, and joint rigidity size and fastener quality, installation quality are relevant, and joint behavior exists comparatively Big mutation rate;
The rod member of the scaffold Nodes 2, had is for eccentric connection causing reducing bearing capacity etc.;
3, the parts of scaffold are easily lost, the fastener of such as design of coupler scaffold and bolt, or the U-shaped pin of total sub-semigroup and the upper bowl etc. of vertical rod.
Summary of the invention
The present invention is directed to the deficiency of current scaffold, aim to provide a kind of safe and reliable, set up form bracing system easily.Technical scheme of the present invention is:
One is rigidly connected high-strength pattern board supporting system, comprises multiple vertical rod (1) and multiple cross bar (2), it is characterized in that,
Reinforcing sleeve (12) is fixedly connected with at the connected node place of vertical rod (1) and cross bar (2), be fixedly connected with in one end of sleeve pipe (12) and be fixedly connected with dish (14), the different directions of surrounding being fixedly connected with dish (14) is distributed with through fixing interface (16), and being provided for vertical rod (1) can be connected with cross bar (2) at different directions;
Sleeve pipe (12) is also provided with the flexible connection dish (13) that can move up and down, the different directions of surrounding being fixedly connected with dish (14) is distributed with through movable interface (17), and being provided for vertical rod (1) can be connected with cross bar (2) at different directions; Fixing interface (16) and movable interface (17) are mutually corresponding between two;
The two-way plug (21) arranged respectively at cross bar (2) two ends, the thin thick middle in two ends of two-way plug (21), be convenient to one end and insert fixing interface (16), the other end inserts the movable interface (17) mutually corresponding with described fixing interface (16).
Flexible connection dish (13) comprises the fastener (7) with plug and the fastener (8) with draw-in groove, respectively there is an arc-shaped plug (19) at the two ends of the described fastener (7) with plug, respectively there is an arc-shaped slot (18) cooperatively interacted with arc-shaped plug (19) at the two ends of the described fastener (8) with draw-in groove, arc-shaped plug (19) and arc-shaped slot (18) are provided with the through hole that cooperatively interacts in location and size for forming movable interface, flexible connection dish (13) is being snapped into after on sleeve pipe (12), the different directions of its surrounding is formed through movable interface (17).
The invention has the beneficial effects as follows:
1, the node that crosses with cross bar of scaffold upright rod and vertical rod are obtained for reinforcement with the docking node of vertical rod, and can regard nodal community as rigidity, the resistance to overturning of scaffold strengthens greatly.
2, the build process of scaffold is fast more convenient, and the connection of vertical rod and cross bar only needs just can be completed by grafting work, and process only needs a hammer.Parts are not easy loss and loss.
3, the diverse in function of scaffold, can build the scaffold of different size according to the specific requirement of construction.Except the scaffolding work of house and bridge, can also as shuttering supporting etc., stabilized structure is reliable, reusable.
Accompanying drawing explanation
Fig. 1 is vertical rod of the present invention;
Fig. 2 is cross bar of the present invention;
Fig. 3 is the connection diagram of vertical rod of the present invention and cross bar;
Fig. 4 is originally the Flange joint schematic diagram of invention vertical rod and vertical rod
Fig. 5 is adjustable base schematic diagram of the present invention;
Fig. 6 is adjustable bracket schematic diagram of the present invention;
Fig. 7 is connection diagram of the present invention;
Fig. 8 is originally the sleeve pipe connection diagram of invention vertical rod and vertical rod
Fig. 9 is flexible connection dish schematic diagram of the present invention.
In figure, 1: vertical rod, 2: cross bar, 4: adjustable bracket, 11: flange, 7: the fastener with plug, 8: the fastener with draw-in groove: 9: splicing sleeve, 12: reinforcing sleeve, 13: flexible connection dish, 14: be fixedly connected with dish, 15: bolt, 16: interface, 17: interface, 18: arc-shaped slot, 19: arc-shaped plug, 21: two-way plug, 3: adjustable base chute, 31: handle, 32: base plate.
Detailed description of the invention
As shown in Figure 1, scaffold comprises some vertical rods 1, and one section of reinforcing sleeve 12 is welded at the connected node place of vertical rod 1.The desirable internal diameter of reinforcing sleeve 12 is 48mm, thickness 5mm, the desirable 150 ~ 200mm of length.Sleeve pipe 12 is welded and fixed terminal pad 14, is fixedly connected with dish 14 and is provided with interface, sleeve pipe 12 also has a flexible connection dish moving up and down.Vertical rod two ends welding flange 11.
As shown in Figure 2, cross bar 2 two ends solder plug 21.Plug is formed by steel plate rolling, can insert two terminal pads up and down.Plug 21 can be designed to the thin thick middle in two ends, is convenient to insert the interface on terminal pad.
As shown in Figure 3 and Figure 9, vertical rod 1 with cross bar 2 connection by be welded on plug 21 on cross bar 2 be welded in vertical rod 1 be fixedly connected with dish 14 and flexible connection dish 13 realizes.Be fixedly connected with in the middle of dish 14 and have individual hole, terminal pad can be allowed to pass sleeve pipe, above being welded in.The surrounding being fixedly connected with dish has four equally distributed through arc interfaces, and vertical rod can be connected with cross bar at four direction.The structure of flexible connection dish 13 is identical with being fixedly connected with dish 14, but flexible connection dish 13 is not weldingly fixed in vertical rod 1, but can move up and down along rod member.During the connection of cross bar and montant, first the plug 21 being welded on cross bar 2 end is inserted the interface 16 being fixedly connected with dish 14 downwards, and strike tightly with hammer, allow plug 21 run through interface 16.The plug 21 of all directions cross bar 2 is inserted after being fixedly connected with the interface 16 of dish 14, with hammer flexible connection dish 13, by the interface 17 on flexible connection dish 13 from top access plug 21.Like this, be fixed terminal pad 14 and flexible connection dish about 13 of plug 21 tightly fastens, can transmitting force better, and joint rigidity is strengthened, thus adds the stability of structure.The dismounting of terminal pad and two-way plug 21 only needs to run through interface 16 with hammer plug 21, and the part of 17 is just passable, very easy.
The concrete structure of flexible connection dish is as shown in Figure 9: be spliced by component 7 and component 8.There is the plug of arc at the two ends of component 7, and there is corresponding arc-shaped slot at the two ends of component 8, and two components are inserted in steel pipe respectively, can be spliced into a terminal pad completed, and complete self-locking fastening plug.Such flexible connection dish can be spliced at the construction field (site), prevents the loss of flexible connection dish in transportation and damage.
As shown in Figure 4, the surrounding of vertical rod 1 two ends welding flange 11. flange 11 uniform 4 bolts hole.First the flange 11 of pole tip is alignd, with four bolts 8 fixing for two flange tight, realize the connection of vertical rod with vertical rod.
As shown in Figure 5 and Figure 6, bottom vertical rod 1 and top can be respectively equipped with adjustable base 3 and adjustable bracket 4.Adjustable base 3 is made up of screw rod, handle 31 and base plate 32.Screw rod one end is inserted in vertical rod, and the other end stands on base plate, regulates height with handle.Adjustable bracket 4 is made up of screw rod, handle and top board.Screw rod lower end is inserted in vertical rod, and upper end connects top board.A steel pipe can be overlapped in the junction of bolt and vertical rod, to increase the intensity of junction.
In addition, vertical rod can also pass through the sleeve connection shown in Fig. 8 with the connection between vertical rod.Described sleeve connection is that the inner side of supporting branch sleeve 9 is also processed with screw thread, and the end of two vertical rods is tightened the connection that branch sleeve 9 just completes two vertical rods respectively at the two ends of vertical rod 1 processing straight thread.If long being not easy to of vertical rod is rotated, branch sleeve 9 all can be screwed on the lengthening screw thread of a vertical rod in advance, then unscrewed enters another root vertical rod.
Vertical rod in form bracing system and cross bar all adopt steel pipe, and most parts are all fixing, effectively can reduce component deterioration.Length and the terminal pad spacing be welded in vertical rod of vertical rod, cross bar can be unified, easy to use, transport and management.
When building form bracing system, in advance plug can be welded on the two ends of cross bar in factory, fixing terminal pad is welded in vertical rod at a certain distance.During in-site installation, first build two vertical rods, then the plug of the cross bar of all directions is inserted and be fixedly connected with dish, then flexible connection dish is fastened plug.When setting up, should set up by row, by cross by the requirement forming basic boom unit, rectangle perimeter scaffold should extend to both direction from one of them bight be set up, and guarantees to take partially stabilized.
Claims (1)
1. be rigidly connected a high-strength pattern board supporting system, comprises multiple vertical rod (1) and multiple cross bar (2), it is characterized in that,
Reinforcing sleeve (12) is fixedly connected with at the connected node place of vertical rod (1) and cross bar (2), be fixedly connected with in one end of sleeve pipe (12) and be fixedly connected with dish (14), the different directions of surrounding being fixedly connected with dish (14) is distributed with through fixing interface (16), and being provided for vertical rod (1) can be connected with cross bar (2) at different directions.
Sleeve pipe (12) is also provided with the flexible connection dish (13) that can move up and down, the different directions of surrounding being fixedly connected with dish (14) is distributed with through movable interface (17), and being provided for vertical rod (1) can be connected with cross bar (2) at different directions; Fixing interface (16) and movable interface (17) are mutually corresponding between two;
The two-way plug (21) arranged respectively at cross bar (2) two ends, the thin thick middle in two ends of two-way plug (21), be convenient to one end and insert fixing interface (16), the other end inserts the movable interface (17) mutually corresponding with described fixing interface (16)
Flexible connection dish (13) comprises the fastener (7) with plug and the fastener (8) with draw-in groove, respectively there is an arc-shaped plug (19) at the two ends of the described fastener (7) with plug, respectively there is an arc-shaped slot (18) cooperatively interacted with arc-shaped plug (19) at the two ends of the described fastener (8) with draw-in groove, arc-shaped plug (19) and arc-shaped slot (18) are provided with the through hole that cooperatively interacts in location and size for forming movable interface, flexible connection dish (13) is being snapped into after on sleeve pipe (12), the different directions of its surrounding is formed through movable interface (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410632501.1A CN104481127A (en) | 2014-11-11 | 2014-11-11 | Rigidly-connected and high-strength die plate supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410632501.1A CN104481127A (en) | 2014-11-11 | 2014-11-11 | Rigidly-connected and high-strength die plate supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104481127A true CN104481127A (en) | 2015-04-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410632501.1A Pending CN104481127A (en) | 2014-11-11 | 2014-11-11 | Rigidly-connected and high-strength die plate supporting system |
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| CN (1) | CN104481127A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541716A (en) * | 2020-11-18 | 2022-05-27 | 宁波博尔雅电子材料科技有限公司 | Modular high-efficiency disc buckling frame support and construction method thereof |
| CN114673331A (en) * | 2022-05-27 | 2022-06-28 | 天津鼎维固模架工程股份有限公司 | Disc-buckling type tower and modular combined construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4967875A (en) * | 1986-05-08 | 1990-11-06 | Garox Corporation | Modular scaffolding system and connecting joints therefor |
| CN1108341A (en) * | 1994-12-23 | 1995-09-13 | 北京市比尔特施工新技术研究所 | Means for fastening scaffolding |
| CN2216105Y (en) * | 1995-05-09 | 1995-12-27 | 戴红妹 | Locking connection member |
| CN2793215Y (en) * | 2005-01-26 | 2006-07-05 | 董国荣 | Safety butt buckle of scaffold with steel pipe |
| CN102817890A (en) * | 2012-09-05 | 2012-12-12 | 江苏鑫润铝业集团有限公司 | Fastener |
| CN103343616A (en) * | 2013-07-30 | 2013-10-09 | 南通亨特管业有限公司 | Movable scaffold with bowl buckle connecting devices |
-
2014
- 2014-11-11 CN CN201410632501.1A patent/CN104481127A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4967875A (en) * | 1986-05-08 | 1990-11-06 | Garox Corporation | Modular scaffolding system and connecting joints therefor |
| CN1108341A (en) * | 1994-12-23 | 1995-09-13 | 北京市比尔特施工新技术研究所 | Means for fastening scaffolding |
| CN2216105Y (en) * | 1995-05-09 | 1995-12-27 | 戴红妹 | Locking connection member |
| CN2793215Y (en) * | 2005-01-26 | 2006-07-05 | 董国荣 | Safety butt buckle of scaffold with steel pipe |
| CN102817890A (en) * | 2012-09-05 | 2012-12-12 | 江苏鑫润铝业集团有限公司 | Fastener |
| CN103343616A (en) * | 2013-07-30 | 2013-10-09 | 南通亨特管业有限公司 | Movable scaffold with bowl buckle connecting devices |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541716A (en) * | 2020-11-18 | 2022-05-27 | 宁波博尔雅电子材料科技有限公司 | Modular high-efficiency disc buckling frame support and construction method thereof |
| CN114673331A (en) * | 2022-05-27 | 2022-06-28 | 天津鼎维固模架工程股份有限公司 | Disc-buckling type tower and modular combined construction method thereof |
| CN114673331B (en) * | 2022-05-27 | 2022-09-09 | 天津鼎维固模架工程股份有限公司 | Disc-buckling type tower and modular combined construction method thereof |
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Application publication date: 20150401 |