CN111677253A - Tall formwork support and building method thereof - Google Patents
Tall formwork support and building method thereof Download PDFInfo
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- CN111677253A CN111677253A CN202010446620.3A CN202010446620A CN111677253A CN 111677253 A CN111677253 A CN 111677253A CN 202010446620 A CN202010446620 A CN 202010446620A CN 111677253 A CN111677253 A CN 111677253A
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- Prior art keywords
- joint
- connecting rod
- bowl buckle
- rod
- connecting block
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
- E04G7/308—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect without tying means for connecting the bars or members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/34—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or pins
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a high and large formwork support, which relates to the field of building construction equipment and mainly comprises a vertical rod and a connecting rod, wherein the vertical rod is provided with an upper bowl buckle, a lower bowl buckle and a first limit pin, the end part of the connecting rod is radially hinged with a connecting block, the end part of the connecting block is rotatably connected with a first joint, the first joint can rotate by taking the connecting block as a shaft, and the first joint can be butted with support grooves of the upper bowl buckle and the lower bowl buckle. Through adopting above-mentioned technical scheme, the connecting block can rotate along the radial of connecting rod on the one hand, and on the other hand joint one can use the connecting block to rotate as the axle, and the connecting rod can enough act as the horizontal pole and go on with the pole setting like this, can act as the effect that the bearing diagonal pole played the structure enhancement to holistic height big die carrier again. Thereby saving the special connection between the original inclined supporting rod and the high and large formwork support and improving the construction efficiency of the high and large formwork support.
Description
Technical Field
The invention relates to the field of building construction, in particular to a high and large formwork support and a building method thereof.
Background
With the acceleration of the progress of modern cities, large buildings are pulled out, the construction progress requirements of projects are tighter and tighter, and the market competition is more and more intense. The formwork support frame is used for supporting the formwork in the building construction in a large quantity, so that the construction formwork not only meets the requirements of safety performance and construction precision, but also has the characteristics of convenience, rapidness and cost saving.
However, the existing construction formwork support is mostly a bowl buckle type formwork support, and the vertical rod and the cross rod are connected by a fastener. For example, chinese patent publication No. CN104372941A discloses a scaffold connector, which includes: an upper bowl buckle, a limit pin, a cross rod joint, a lower bowl buckle and a cross rod plug; a lower bowl buckle is welded at intervals of a certain distance on the vertical rod, the lower bowl buckle is bowl-shaped in appearance, and a supporting groove is formed in the lower bowl buckle; a limit pin is fixed on the upright rod, and a fixed distance is reserved between the limit pin and the lower bowl buckle; the upper sleeve of the upright rod is provided with an upper bowl buckle, and the shape of the inner wall of the upper bowl buckle is the same as that of the inner wall of the lower bowl buckle; the outer circumference of the upper bowl buckle is provided with a plurality of handles which can rotate and press down. Although the formwork is convenient to build, the existing construction site is more in use.
However, the cross bar joint and the cross bar are integrally made, and the axes of the cross bar joint and the cross bar are fixed, so that the cross bar and the vertical bar can only be connected in the direction perpendicular to the axes of the cross bar and the vertical bar, and the use mode between the cross bar and the vertical bar is obviously limited.
Disclosure of Invention
The invention aims to provide a high and large formwork support, wherein a connecting rod of the high and large formwork support can be connected with a vertical rod in various modes, so that the construction of the high and large formwork support is facilitated, and the structural strength of the high and large formwork support can be ensured.
The above object of the present invention is achieved by the following technical solutions: the utility model provides a high big formwork support, includes pole setting and connecting rod, have in the pole setting that the bowl is buckled, bowl is buckled down and spacer pin is one, the tip of connecting rod radially articulates there is the connecting block, the tip swivelling joint of connecting block has joint one, joint one can rotate for the axle by the connecting block to joint one can be buckled with last bowl and the butt joint of the support groove of bowl knot down.
Through adopting above-mentioned technical scheme, the connecting block can rotate along the radial of connecting rod on the one hand, and on the other hand joint one can use the connecting block to rotate as the axle, and the connecting rod can enough act as the horizontal pole and go on with the pole setting like this, can act as the effect that the bearing diagonal pole played the structure enhancement to holistic height big die carrier again. Thereby saving the special connection between the original inclined supporting rod and the high and large formwork support and improving the construction efficiency of the high and large formwork support.
Preferably, the end part of the connecting rod is sleeved with a sleeve, and the connecting block is hinged to the end part of the sleeve.
Through adopting above-mentioned technical scheme, the sleeve pipe also can rotate on the one hand like this to be favorable to improving the operational scope of connecting rod, on the other hand, the dismouting of also being convenient for between sleeve pipe and the connecting rod, thereby when connecting a damage, can change.
Preferably, the connecting block is provided with a convex block, the side surface of the connecting rod is hinged with a limiting piece, and the limiting piece is provided with a plurality of notches butted with the convex block along the side edge.
By adopting the technical scheme, the joint is butted by utilizing the convex block and each notch on the limiting piece, so that the locking effect of the limiting piece on the joint I can be realized, and the problem that the connecting block swings after being installed is solved.
Preferably, the side of the connecting rod is provided with a rotating shaft along the radial direction of the connecting rod, and the rotating shaft is provided with a second joint.
Through adopting above-mentioned technical scheme, when same connecting rod need be connected with many stands, connect two just can be connected through revolution mechanic to bowl formula fastener on suitable state and the stand has saved extra other connection structure like this, also can provide the structural strength of whole high big formwork simultaneously.
Preferably, the connecting rod is sleeved with a sleeve ring, and the rotating shaft is positioned on the sleeve ring.
Through adopting above-mentioned technical scheme, because the lantern ring can remove on the connecting rod, just so realized just so that connect two in the adjustment of different positions to conveniently be applicable to putting up of different formwork structure.
Preferably, a plurality of second limit pins axially arranged along the connecting rod are arranged on the circumferential surface of the connecting rod, the distance between every two adjacent second limit pins is equal to the axial length of the lantern ring, and a through hole for the second limit pin to pass through is formed in the inner side wall of the lantern ring in the axial direction.
Through adopting above-mentioned technical scheme, through the spacing of two pairs of lantern rings of two adjacent spacer pins, after connecting rod and pole setting are connected, can avoid the lantern ring to take place to remove like this to be favorable to improving the structural stability of formwork.
Preferably, the first joint and one side of the joint facing the vertical rod are provided with cushions.
Through adopting above-mentioned technical scheme, the setting of blotter can reduce the wearing and tearing between joint and the stand in the installation on the one hand, and on the other hand also can play sealed effect, reduces the rainwater and is amassed between joint and the pole setting and take place the possibility of electrochemical reaction to the probability of corroding has been reduced to taking place between joint and the stand.
A building method of a high and large formwork support is characterized by comprising the following steps:
the method comprises the following steps: the upright stanchion is erected on the ground;
step two: taking a plurality of connecting rods, sleeving a sleeve with a first connector at the end part of each connecting rod, rotating the connecting blocks and the first connectors to adjust the first connectors to the positions and states of the connecting rods to be connected with the upright rods, and butting corresponding notches on the limiting plates with the lugs;
step three: adjusting the lantern ring on the connecting rod to a proper position, adjusting the state of the second joint, enabling two ends of the lantern ring to be respectively abutted against the two adjacent second limit pins, and inserting the fixing pins into the through holes of the lantern ring in an interference fit mode;
step four: sliding the lower bowl buckle to a specified position to enable the outer surface of the lower bowl buckle to be abutted against the limiting pin, and then inserting the fixing pin into the through hole of the lower bowl buckle in an interference fit manner to realize that the lower bowl buckle and the upright post are relatively static;
step five: attaching one surface of the first joint or the second joint, which is provided with a cushion pad, to the peripheral surface of the vertical rod, embedding one part of the first joint or the second joint into a supporting groove of the lower bowl buckle, filling the peripheral surface of the upright post in other spaces except the first joint or the second joint in the supporting groove by using a filling block, covering the upper bowl buckle on the first joint or the second joint through the first limiting pin, and enabling the first limiting pin to abut against the outer surface of the upper bowl buckle;
step six: the upper bowl buckle, the first joint and the lower bowl buckle are fixed together by using the plug, and the upper bowl buckle, the second joint and the lower bowl buckle are fixed together;
step seven: and repeating the operation from the first step to the sixth step until a required high and large formwork support is built.
Through adopting above-mentioned technical scheme, utilize the sleeve of area joint one and the lantern ring of area joint two to adjust on the connecting rod, widened the maneuverability of connecting rod like this greatly to be favorable to improving the efficiency of buildding of high big formwork support.
In conclusion, the beneficial technical effects of the invention are as follows:
1. the connecting block is hinged on the connecting rod, and the first connector is hinged on the connecting block, so that the first connector can adjust a plurality of angles, and can be connected with the upright column in various states, and various usages of the connecting rod are realized;
2. the joint II is arranged on the connecting rod through the rotating shaft and the lantern ring, so that the position and the state of the joint II can be adjusted according to actual conditions, the connecting rod can connect a plurality of upright rods in an inclined state, and the overall structural stability of the formwork support is improved;
3. the first joint and one side face, facing the stand column, of the joint are provided with the cushion pads, so that damage in the installation process can be reduced, rainwater accumulation between the joint and the stand column can be reduced, and the problem of electrochemical corrosion of the periphery of the stand column and the joint is reduced.
Drawings
FIG. 1 is a schematic structural diagram of a tall formwork support according to the first embodiment;
FIG. 2 is a schematic partial structure view of a connecting rod according to the first embodiment;
FIG. 3 is a partial structural view of the vertical rod according to the first embodiment;
FIG. 4 is a connecting view of the connecting rod and the vertical rod of the first embodiment;
FIG. 5 is a schematic view of a partial structure of a connecting rod according to a second embodiment;
FIG. 6 is a partial schematic structural view of a connecting rod according to a third embodiment;
fig. 7 is a schematic structural diagram of a first connector according to a fourth embodiment.
In the figure, 1, a vertical rod; 11. a first limiting pin; 12. a bowl buckle is arranged; 121. a support groove; 13. mounting a bowl buckle; 131. perforating; 2. a connecting rod; 21. a collar; 211. a rotating shaft; 212. a second joint; 213. a through hole; 22. a second limiting pin; 3. a sleeve; 31. connecting blocks; 311. a bump; 32. a first connector; 321. a cushion pad; 33. a limiting sheet; 331. and (4) a notch.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The first embodiment is as follows:
a high and large formwork support is shown in figure 1 and comprises upright rods 1 and connecting rods 2, and is shown in figure 2, wherein sleeve pipes 3 are sleeved at the end parts of the two ends of each connecting rod 2, connecting blocks 31 are hinged to the end parts of the sleeve pipes 3 along the radial direction of the sleeve pipes 3, and the connecting blocks 31 can rotate along the radial direction of the end parts of the sleeve pipes 3.
Meanwhile, one end of the connecting block 31, which is far away from the casing 3, is rotatably connected with a first joint 32, wherein the first joint 32 can rotate by taking the connecting block 31 as an axis.
Secondly, as shown in fig. 3, a plurality of first limit pins 11 are arranged on the circumferential surface of the vertical rod 1 along the axial direction of the vertical rod, and the number of the first limit pins 11 can be designed according to actual conditions. Meanwhile, the vertical rod 1 is sleeved with a lower bowl buckle 12 and an upper bowl buckle 13, and the edge of the lower bowl buckle 12 and the edge of the upper bowl buckle 13 form a support groove 121 with the vertical rod 1. And the first connector 32 may be partially inserted into the support groove 121. In addition, the inner side surfaces of the lower bowl buckle 12 and the upper bowl buckle 13 are provided with through holes 131. When the lower and upper bows 12 and 13 move on the vertical rod 1, the through hole 131 can be penetrated by the first limit pin 11. This facilitates the adjustment of the positions of the lower and upper clasps 12, 13 according to the specific requirements.
Here, as shown in fig. 4, when the end of the connecting rod 2 needs to be connected with the vertical rod 1, the lower bowl buckle 12 is moved to a designated position, then the lower bowl buckle 12 is rotated to make the outer surface of the lower bowl buckle 12 abut against the first limit pin 11, and then the first connector 32 is partially embedded into the supporting groove 121 of the lower bowl buckle 12 and abuts against the periphery of the vertical rod 1.
Then, the upper bowl buckle 13 is moved and covered on the first joint 32, so that the first joint 32 is also embedded into the support groove 121 of the upper bowl buckle 13, and then the upper bowl buckle 13 is rotated, so that the outer side wall of the upper bowl buckle 13 is abutted against the first limit pin 11. The first joint 32 can thus also be connected to the upright 1. And, a fixing pin is inserted into the through hole 131, so that the upper and lower bows 13 and 12 can be prevented from moving on the vertical rod 1 and affecting the stability.
Through above-mentioned connection structure, on the one hand connecting rod 2 can act as the horizontal pole that the level set up between two pole setting 1, and on the other hand, connecting rod 2 also can act as the diagonal brace between pole setting 1 and the ground.
Example two:
based on the first embodiment, as shown in fig. 5, the side surface of the connecting block 31 has a protrusion 311, the side surface of the connecting rod 2 is hinged with a limiting piece 33, and a notch 331 is formed in a side edge of the limiting piece 33, so that the notch 331 can be abutted to the protrusion 311. Therefore, when the connecting block 31 is adjusted to different positions, the corresponding notch 331 on the limiting sheet 33 can be butted with the bump 311, so that the connecting block 31 can be fixed, and the star effect can be kept after the position of the first connector 32 is adjusted.
Example three:
based on the second embodiment, as shown in fig. 6, in order to enable the connecting rod 2 to further function as a reinforcing structure for the tall and big formwork. The connecting rod 2 is further sleeved with a lantern ring 21, the lantern ring 21 is provided with a rotating shaft 211, the rotating shaft 211 is rotatably connected with a second connector 212, and the second connector 212 can be in butt joint with the upper bowl buckle 13 and the lower bowl buckle 12 on the vertical rod 1. Connecting rod 2 can be connected with many stands simultaneously under the state of slope like this to be favorable to improving the overall structure of high big formwork support.
Meanwhile, the surface of the connecting rod 2 is also provided with a plurality of second limit pins 22 along the axial direction, and the distance between two adjacent second limit pins 22 in the axial direction is equal to the axial length of the connecting lantern ring 21. In addition, the through hole 213 is also formed in the inner side wall of the lantern ring 21, so that on one hand, the lantern ring 21 can move to a specified position without being blocked by the second limit pins 22 according to needs, and on the other hand, after the lantern ring 21 reaches the specified position, the lantern ring 21 only needs to rotate to a certain degree to enable the two sides of the lantern ring 21 to be respectively abutted against the second limit pins 22 on the two sides, and therefore the possibility that the lantern ring 21 is separated from the space between the two second limit pins 22 can be reduced.
In addition, in order to further prevent the collar 21 from coming off the two stopper pins 22, the through hole 213 of the collar 21 may be blocked by a positioning pin.
Example four:
based on the third embodiment, as shown in fig. 7, since the first joint 32, the second joint 212 and the upright rod 1 are made of metal, and when they are connected, a certain gap is generated between the first joint 32 and the second joint 212 and the upright rod 1, so that after raining, rainwater is easily accumulated between the first joint 32 and the upright rod 1 or between the second joint 212 and the upright rod 1 for a long time, and thus electrochemical corrosion is easily generated between the first joint 32 and the upright rod 1 and between the second joint 212 and the upright rod 1, and the structural strength of a high-grade formwork is caused after a long time. Therefore, the buffer pads 321 are arranged on the sides of the first joint 32 and the second joint 212 facing the vertical rod 1, so that when the first joint 32 and the second joint 212 are installed on the vertical rod 1, the first joint 32 and the second joint 212 can be prevented from being damaged on the vertical rod 1, and accumulation of rainwater between the first joint 32 and the second joint 212 and the vertical rod 1 is reduced.
Example five:
based on the fourth embodiment, the raw materials of the cushion pad mainly comprise the following components, 40kg of SEBS, 12kg of PP, 8kg of white oil, 1kg of rosin, 0.5kg of copper oxide, 0.8kg of lithium iodide, 0.6kg of calcium carbonate, 4kg of bentonite, 1.2kg of 2-hydroxy-4-n-octyloxy benzophenone and 0.8kg of n-hexadecyl 3, 5-di-tert-butyl-4-hydroxybenzoic acid.
The preparation method comprises the following steps:
s1: adding SEBS and white oil into a mixer, preheating to 100 ℃, and continuously mixing and stirring until the SEBS completely absorbs the white oil;
s2: after preheating is finished, adding PP, rosin, copper oxide, lithium iodide, calcium carbonate, bentonite, 2-hydroxy-4-n-octyloxybenzophenone and 3, 5-di-tert-butyl-4-hydroxybenzoic acid n-hexadecyl into a mixer, heating to 120 ℃, and keeping for 1h to obtain a mixture;
s3: and extruding the mixture in the S2 into a corresponding mold, and demolding after cooling to obtain the cushion pad.
Comparative example one:
this comparative example differs from example five in that the rosin was entirely replaced by copper oxide.
Comparative example two:
this comparative example differs from example five in that the copper oxide was entirely replaced by abietic soil.
Comparative example three:
this comparative example differs from example five in that lithium iodide is entirely replaced by bentonite.
Comparative example four:
this comparative example differs from example five in that 2-hydroxy-4-n-octyloxybenzophenone was replaced entirely by n-hexadecyl 3, 5-di-tert-butyl-4-hydroxybenzoate.
Comparative example five:
this comparative example differs from example five in that n-hexadecyl 3, 5-di-tert-butyl-4-hydroxybenzoate was replaced entirely by 2-hydroxy-4-n-octyloxybenzophenone.
Example five and comparative examples one to five were tested according to the following test methods:
1. uniformly coating a DMEM high-glucose medium of mellunbio on a buffer pad material with the thickness of 10cm x 2cm, then placing the buffer pad material in a normal-temperature environment for 72 hours, and observing the condition of colonies on the buffer pad material;
2. testing the tensile strength of the cushion according to astm d412, after which the cushion was placed under uv light for 24 hours and the tensile strength of the cushion was again tested;
3. placing the cushion pad in an environment of 80 ℃ for 24h, and testing the tensile strength of the cushion pad;
4. the connecting rod and the vertical rod are installed, water is sprayed at the connecting position of the connecting rod and the vertical rod for 30min, then the connecting rod and the vertical rod are detached, and whether the connecting position is wet or not is observed.
The test results are shown in the following table one:
And (4) conclusion:
1. the results of the fifth embodiment show that the cushion pad is arranged on the joint, which is beneficial to improving the sealing property between the joint and the upright rod;
2. as can be seen from comparison of example five with comparative example one and comparative example two, the antibacterial property of the cushion pad can be ensured only when rosin and copper oxide are used together;
3. as can be seen from a comparison of example five with comparative example three, the addition of lithium iodide is advantageous in improving the thermal stability of the cushion pad;
4. when the 2-hydroxy-4-n-octoxy benzophenone and the 3, 5-di-tert-butyl-4-hydroxybenzoic acid n-hexadecyl ester coexist, the cushion pad can be ensured to have good ultraviolet aging resistance.
Example six:
a method for building a tall formwork support comprises the following steps:
the method comprises the following steps: the upright rod 1 is erected on the ground;
step two: taking a plurality of connecting rods 2, sleeving a sleeve 3 with a first connector 32, a rotary connecting block 31 and a first connector 32 at the end part of each connecting rod 2, adjusting the first connector 32 to the position and the state of the connecting rod 2 needing to be connected with the vertical rod 1, and butting the corresponding notch 331 on the limiting piece 33 with the lug 311;
step three: adjusting the lantern ring 21 on the connecting rod 2 to a proper position, adjusting the state of the second joint 212, enabling two ends of the lantern ring 21 to be respectively abutted against the two adjacent limit pins 22, and inserting the fixing pins into the through holes 213 of the lantern ring 21 in an interference fit mode;
step four: sliding the lower bowl buckle 12 to a specified position, enabling the outer surface of the lower bowl buckle 12 to be abutted to the first limiting pin 11, and then inserting the fixing pin into the through hole 131 of the lower bowl buckle 12 in an interference fit manner to realize that the lower bowl buckle 12 and the upright post are relatively static;
step five: attaching one surface of the first connector 32 or the second connector 212 with the buffer pad 321 to the peripheral surface of the upright 1, embedding a part of the first connector 32 or the second connector 212 into the supporting groove 121 of the lower bowl buckle 12, filling the peripheral surface of the upright 1 in the supporting groove 121 except the first connector 32 or the second connector 212 with a filling block, then covering the upper bowl buckle 13 on the first connector 32 or the second connector 212 through the first limit pin 11, and enabling the first limit pin 11 to abut against the outer surface of the upper bowl buckle 13; step six: the upper bowl buckle 13, the first connector 32 and the lower bowl buckle 12 are fixed together by using a plug, and the upper bowl buckle 13, the second connector 212 and the lower bowl buckle 12 are fixed together;
step seven: and repeating the operation from the first step to the sixth step until a required high and large formwork support is built.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.
Claims (8)
1. The utility model provides a high big formwork support, includes pole setting (1) and connecting rod (2), have on pole setting (1) and go up bowl and detain (13), lower bowl and detain (12) and spacer pin (11), its characterized in that: the end of connecting rod (2) radially articulates there is connecting block (31), the tip swivelling joint of connecting block (31) has first joint (32), first joint (32) can rotate for the axle connecting block (31) to first joint (32) can be docked with last bowl and detain (13) and support groove (121) of bowl knot (12) down.
2. The scaffold frame as claimed in claim 1, wherein: the end part of the connecting rod (2) is sleeved with a sleeve (3), and the connecting block (31) is hinged to the end part of the sleeve (3).
3. The scaffold frame as claimed in claim 2, wherein: be equipped with lug (311) on connecting block (31), the side of connecting rod (2) articulates there is spacing piece (33), spacing piece (33) are seted up a plurality of breach (331) that dock with lug (311) along the side.
4. The scaffold frame as claimed in claim 1, wherein: the side of connecting rod (2) is equipped with pivot (211) along connecting rod (2) are radial, be equipped with on pivot (211) and connect two (212).
5. The scaffold frame as claimed in claim 4, wherein: the connecting rod (2) is sleeved with a sleeve ring (21), and the rotating shaft (211) is positioned on the sleeve ring (21).
6. The scaffold frame as claimed in claim 5, wherein: the circumferential surface of the connecting rod (2) is provided with a plurality of second limit pins (22) which are axially arranged along the connecting rod (2), the distance between every two adjacent second limit pins (22) is equal to the axial length of the lantern ring (21), and the inner side wall of the lantern ring (21) is axially provided with a through hole (213) for the second limit pin (22) to pass through.
7. The scaffold frame as claimed in claim 4, wherein: and one sides of the first joint (32) and the second joint (212) facing the vertical rod (1) are provided with buffer pads (321).
8. A method for building a high formwork according to any one of claims 1 to 7, comprising the steps of:
the method comprises the following steps: the upright rod (1) is vertical to the ground;
step two: taking a plurality of connecting rods (2), sleeving a sleeve (3) with a first connector (32), rotating the connecting block (31) and the first connector (32) at the end part of the connecting rod (2), adjusting the first connector (32) to the position and state of the connecting rod (2) to be connected with the upright rod (1), and butting the corresponding notch (331) on the limiting sheet (33) with the lug (311);
step three: adjusting the lantern ring (21) on the connecting rod (2) to a proper position, adjusting the state of the second joint (212), enabling two ends of the lantern ring (21) to be respectively abutted against the two adjacent second limit pins (22), and inserting the fixing pins into the through holes (213) of the lantern ring (21) in an interference fit mode;
step four: sliding the lower bowl buckle (12) to a specified position to enable the outer surface of the lower bowl buckle (12) to be abutted against the first limiting pin (11), and then inserting the fixing pin into a through hole (131) of the lower bowl buckle (12) in an interference fit manner to realize that the lower bowl buckle (12) and the upright post are relatively static;
step five: attaching one surface of the first joint (32) or the second joint (212) with the cushion pad (321) to the peripheral surface of the upright stanchion (1), embedding one part of the first joint (32) or the second joint (212) into the supporting groove (121) of the lower bowl buckle (12), filling the peripheral surface of the upright stanchion (1) in the supporting groove (121) except for the first joint (32) or the second joint (212) by using a filling block, covering the upper bowl buckle (13) on the first joint (32) or the second joint (212) through the first limit pin (11), and enabling the first limit pin (11) to abut against the outer surface of the upper bowl buckle (13);
step six: the upper bowl buckle (13), the first connector (32) and the lower bowl buckle (12) are fixed together by using the plug, and the upper bowl buckle (13), the second connector (212) and the lower bowl buckle (12) are fixed together;
step seven: and repeating the operation from the first step to the sixth step until a required high and large formwork support is built.
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Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN86201080U (en) * | 1986-03-03 | 1987-04-15 | 铁道部专业设计院标准处 | Multi-functional scaffold with buckles |
CN2280737Y (en) * | 1996-08-12 | 1998-05-06 | 梁春生 | Rotary-buckling type connector for steel-tube scaffold |
JP2000008604A (en) * | 1998-06-19 | 2000-01-11 | Fumio Fujiki | Clamp and clamp device for pipe |
CN202248840U (en) * | 2011-09-26 | 2012-05-30 | 中国建筑第八工程局有限公司 | Disk-buckle type supporting structure |
CN103206079A (en) * | 2013-05-08 | 2013-07-17 | 朱新伟 | Double-pole scaffold system |
CN203296358U (en) * | 2013-04-12 | 2013-11-20 | 浙江九恒建筑安全技术股份有限公司 | Cuplock scaffold structure capable of preventing disengagement |
CN105317207A (en) * | 2014-07-18 | 2016-02-10 | 湖南金峰金属构件有限公司 | Multi-angle adjustable scaffold steel tube and steel tube scaffold |
CN205823187U (en) * | 2016-07-15 | 2016-12-21 | 中国石油集团川庆钻探工程有限公司 | Universal flexible device |
CN210421893U (en) * | 2019-05-09 | 2020-04-28 | 昆山市交通航务工程有限公司 | Bowl buckle type scaffold for bridge and culvert action |
CN210439667U (en) * | 2019-07-10 | 2020-05-01 | 江苏镇江路桥工程有限公司 | Bowl buckle support |
-
2020
- 2020-05-22 CN CN202010446620.3A patent/CN111677253A/en active Pending
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Publication number | Priority date | Publication date | Assignee | Title |
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CN86201080U (en) * | 1986-03-03 | 1987-04-15 | 铁道部专业设计院标准处 | Multi-functional scaffold with buckles |
CN2280737Y (en) * | 1996-08-12 | 1998-05-06 | 梁春生 | Rotary-buckling type connector for steel-tube scaffold |
JP2000008604A (en) * | 1998-06-19 | 2000-01-11 | Fumio Fujiki | Clamp and clamp device for pipe |
CN202248840U (en) * | 2011-09-26 | 2012-05-30 | 中国建筑第八工程局有限公司 | Disk-buckle type supporting structure |
CN203296358U (en) * | 2013-04-12 | 2013-11-20 | 浙江九恒建筑安全技术股份有限公司 | Cuplock scaffold structure capable of preventing disengagement |
CN103206079A (en) * | 2013-05-08 | 2013-07-17 | 朱新伟 | Double-pole scaffold system |
CN105317207A (en) * | 2014-07-18 | 2016-02-10 | 湖南金峰金属构件有限公司 | Multi-angle adjustable scaffold steel tube and steel tube scaffold |
CN205823187U (en) * | 2016-07-15 | 2016-12-21 | 中国石油集团川庆钻探工程有限公司 | Universal flexible device |
CN210421893U (en) * | 2019-05-09 | 2020-04-28 | 昆山市交通航务工程有限公司 | Bowl buckle type scaffold for bridge and culvert action |
CN210439667U (en) * | 2019-07-10 | 2020-05-01 | 江苏镇江路桥工程有限公司 | Bowl buckle support |
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Application publication date: 20200918 |