CN216949448U - Adjustable support system for disc-buckle type scaffold - Google Patents
Adjustable support system for disc-buckle type scaffold Download PDFInfo
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- CN216949448U CN216949448U CN202122239491.3U CN202122239491U CN216949448U CN 216949448 U CN216949448 U CN 216949448U CN 202122239491 U CN202122239491 U CN 202122239491U CN 216949448 U CN216949448 U CN 216949448U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 46
- 239000010959 steel Substances 0.000 claims abstract description 46
- 230000008878 coupling Effects 0.000 claims abstract description 5
- 238000010168 coupling process Methods 0.000 claims abstract description 5
- 238000005859 coupling reaction Methods 0.000 claims abstract description 5
- 230000002093 peripheral effect Effects 0.000 claims description 7
- 238000002955 isolation Methods 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model belongs to the technical field of the technique of dish knot formula scaffold frame and specifically relates to a dish knot formula scaffold frame is with adjustable support system is related to, it includes first pole piece, fixed cover locate first flange of first pole piece perisporium, two interclass second pole piece and two fixed sleeves that set up respectively locate the second connection pad of corresponding second pole piece perisporium, first pole piece bottom is higher than second pole piece bottom, coupling assembling includes two channel-section steels that set up mutually in the back of the body, first flange is located between two second connection pads, each the channel-section steel is set up respectively on two second connection pads that the interval set up, two first bolt spare is worn to be equipped with by the channel-section steel. Because the bottom of the first vertical rod piece is higher than the bottom of the second vertical rod piece, the working space between the bottom end of the first vertical rod piece and the floor is improved, and the support system is convenient for operators to erect. This application has the effect that reduces the construction operation degree of difficulty.
Description
Technical Field
The application relates to the technical field of disc-type scaffolds, in particular to an adjustable support system for a disc-type scaffold.
Background
The socket type disc buckle type scaffold support system is characterized in that the vertical rods are in socket connection through sleeves, the horizontal rods and the inclined rods are clamped into the connecting discs through rod ends and connectors, and the horizontal rods and the inclined rods are connected through wedge-shaped bolts, so that a steel pipe support of a structure set invariant system is formed.
In the socket type plate buckle scaffold support system, dense vertical rods are arranged on the floor, right opposite to the beam bottom and around the beam bottom, so that the operation space is limited and the construction difficulty is high.
SUMMERY OF THE UTILITY MODEL
In order to improve the beam bottom operation space and then reduce the construction degree of difficulty, this application provides a dish knot formula adjustable support system for scaffold frame.
The application provides a dish knot formula adjustable brace system for scaffold frame adopts following technical scheme:
an adjustable support system for a coil-type scaffold comprises a first support component for supporting a beam bottom, a second support component for supporting a plate bottom and a connecting component for connecting the first support component and the second support component;
first supporting component includes that first pole setting spare and fixed cover locate the first flange of first pole setting spare perisporium, second supporting component includes that the second that two groups interval set up found the pole setting spare and two fixed covers respectively locate the second connection pad of corresponding second pole setting spare perisporium, first pole setting spare bottom is higher than second pole setting spare bottom, coupling assembling includes two channel-section steels of carrying on the back mutually and setting up, first flange is located between two second connection pads, each the channel-section steel is set up respectively on two second connection pads that the interval set up, two first bolt spare is worn to be equipped with by the channel-section steel.
By adopting the technical scheme, when the templates at the bottom of the beam and the bottom of the plate are laid, the templates at the bottom of the beam and the bottom of the plate are temporarily fixed firstly, and then the first supporting component, the second supporting component and the connecting component are erected. Be used for a supporting beam die block board with first pole setting spare top, be used for second pole setting spare top in the backup pad die block board, second pole setting spare bottom is used for establishhing at the floor, set up each channel-section steel respectively in proper order and establish on the second connection pad that two sets of second pole settings will, and make two channel-sections back of the body to each other set up, make first pole setting spare be located between two sets of channel-sections, make first connection pad erect in the top that two sets of channel-sections tops and first pole setting spare bottom are located second pole setting spare bottom, wear to establish two channel-sections and fix two channel-sections with first bolt spare in proper order at last. Because first pole setting spare bottom is higher than second pole setting spare bottom height, improves the operation space between first pole setting spare bottom and the floor, makes things convenient for operating personnel to erect the support system to make this scheme have the advantage that reduces the construction operation degree of difficulty.
Optionally, a waist-shaped groove is horizontally formed in a web of each channel steel, the first bolt piece penetrates through the waist-shaped groove, and the first bolt piece abuts against the second vertical rod piece.
Through adopting above-mentioned technical scheme, adjust the position that first bolt spare is arranged in the waist-shaped groove, can adjust the distance of second pole setting spare relative first pole setting spare, and then make things convenient for the requirement that control scaffold frame interval set up, realize improving the operation space between first pole setting spare bottom, two sets of second pole setting spare and the floor.
Optionally, a second bolt piece is further arranged in the waist-shaped groove in a penetrating mode, the second bolt piece sequentially penetrates through the two channel steels, and the second vertical rod piece is abutted to the first bolt piece and the second bolt piece respectively.
Through adopting above-mentioned technical scheme, form spacing region between first bolt spare, second bolt spare and two channel-section steels, the second founds the member and is difficult to slide in spacing region, has improved the stability that the second found the member.
Optionally, scales are formed on one side, away from the web, of a wing plate of the channel steel.
Through adopting above-mentioned technical scheme, under the instruction of scale, can improve the accuracy nature of adjusting the distance between the relative first pole setting piece of second pole setting piece, the requirement that rational control scaffold frame interval set up.
Optionally, an indication rod for indicating scales is arranged in the groove of the channel steel in a sliding mode.
Through adopting above-mentioned technical scheme, the pilot lever slides in the recess of channel bar, can conveniently read out the scale that the pilot lever instructed directly perceived.
Optionally, the opposite sides of the two wing plates of the channel steel are respectively provided with a clamping groove, and the indicating rod is respectively embedded with the two clamping grooves in a sliding manner.
Through adopting above-mentioned technical scheme, the instruction pole is difficult to break away from the channel-section steel under the limiting displacement of two draw-in grooves, can be accomodate in the recess of channel-section steel.
Optionally, the first vertical rod piece comprises a tubular vertical rod and a top support inserted into the top of the vertical rod, the top support is used for supporting the layered isolation arranged at the bottom of the beam, a limiting block is connected to the peripheral wall of the top support in a threaded manner, and the lower surface of the limiting block abuts against the top end of the first vertical rod piece.
Through adopting above-mentioned technical scheme, under the effect that the top held in the palm, can conveniently adjust the stratiform of supporting the beam bottom and keep apart, and then conveniently transmit the load that the beam bottom formwork receives for first member in through down.
Optionally, the first bolt piece sleeve is provided with a rubber sleeve, and the rubber sleeve abuts against the first vertical rod piece.
Through adopting above-mentioned technical scheme, when first pole setting piece received the external load effect, if water and smash the vibrations, when vibrations transmit first pole setting piece, under rubber sleeve cushioning effect, vibrations load can be stably transmitted channel-section steel and second pole setting piece in proper order.
In summary, the present application includes at least one of the following beneficial technical effects:
1. because the bottom of the first vertical rod piece is higher than the bottom of the second vertical rod piece, the working space between the bottom end of the first vertical rod piece and the floor is improved, and an operator can conveniently erect a supporting system;
2. the position of the first bolt piece in the waist-shaped groove is adjusted, and the distance between the second vertical rod piece and the first vertical rod piece can be adjusted;
3. under the indication of the scale, the accuracy of adjusting the distance between the second vertical rod part and the first vertical rod part can be improved.
Drawings
FIG. 1 is a schematic cross-sectional illustration of an embodiment of the present application;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1;
fig. 3 is a schematic structural diagram showing a double-channel steel according to an embodiment of the present application.
Description of reference numerals: 1. a beam; 2. a plate; 3. a first support assembly; 31. a first upright member; 311. a vertical rod; 312. jacking; 313. a limiting block; 32. a first splice tray; 4. a second support assembly; 41. a second upright member; 42. a second connecting disc; 5. a connecting assembly; 51. channel steel; 511. a waist-shaped groove; 512. calibration; 513. a card slot; 514. an indication lever; 52. a first bolt member; 53. a second bolt member; 54. a rubber sleeve; 6. a cross bar.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses adjustable support system is used to dish knot formula scaffold frame, refer to fig. 1, fig. 2, it includes first supporting component 3, second supporting component 4 and coupling assembling 5, first supporting component 3 is used for supporting 1 die block board 2 of roof beam, second supporting component 4 is used for 2 die block boards of backup pad 2, second supporting component 4 has two sets of and intervals to establish, first supporting component 3 is located between two sets of second supporting component 4, coupling assembling 5 connects first supporting component 3 and two sets of second supporting component 4 respectively, be formed with sufficient operation space because of first supporting component 3 below, so make things convenient for operating personnel to set up the support system, in order to realize improving the construction progress.
The first supporting assembly 3 includes two sets of first vertical rods 31 and at least two first connection discs 32, the two sets of first vertical rods 31 are disposed at intervals, the top end of each first vertical rod 31 is used for supporting the two floor slabs 2, the bottom end of each first vertical rod 31 is located above the floor, and the two first connection discs 32 are respectively and fixedly sleeved on the peripheral walls of the corresponding first vertical rods 31. The first upright member 31 includes a vertical rod 311 which is a tubular object, a top support 312 with a bottom end inserted into a top opening of the vertical rod 311, and a limit block 313 in threaded connection with a peripheral wall of the top support 312, wherein the top end of the top support 312 is used for supporting the bottom formwork 2 of the beam 1, and the bottom end of the limit block 313 abuts against the top end of the vertical rod 311. Layered isolation is sequentially paved between the top of the top support 312 and the bottom template 2 of the beam 1 or between the top of the top support 312 and the bottom template 2 of the plate 2, double-steel-pipe main keels, wooden square secondary keels and negative multilayer plates 2 are paved on the layered isolation from bottom to top, and the connection performance between the bottom template 2 of the beam 1 and the top support 312 and between the bottom template 2 of the plate 2 and the top support 312 is improved through buffering between flexibility and rigidity.
Each second supporting assembly comprises two groups of second vertical rod members 41 and at least two second connecting discs 42 which are arranged at intervals, the two second connecting discs 42 are respectively fixedly sleeved on the peripheral walls of the corresponding second vertical rod members 41, and the second vertical rod members 41 are the same as the first vertical rod members 31. Two sets of first upright members 31 and four sets of second upright members 41 are arranged in a horizontal straight line, a cross rod 6 is inserted between the second upright members 41 close to the first upright members 31 and the second upright members 41 far away from the first upright members 31 respectively, the cross rod 6 is arranged at two sets at intervals up and down, and the cross rod 6 is fixed by a coil buckle bolt to improve the integrity and stability of the scaffold.
The connecting assembly 5 comprises two channel steel 51, a first bolt piece 52 and a second bolt piece 53, the two channel steel 51 are arranged, the web plates 2 of the two channel steel 51 are arranged back to back at intervals, the two channel steel 51 are arranged in parallel, the end part of each channel steel 51 is erected on the surface of the second connecting disc 42 close to the first vertical rod piece 31, and therefore the channel steel 51 can transmit the load borne by the first vertical rod piece 31 to the second vertical rod piece 41. The lower surface of each second connecting disc 42 is tightly abutted against the upper surfaces of the two channel steels 51, the bottom of each first upright rod piece 31 penetrates through the space between the two channel steels 51, the bottom of each first upright rod piece 31 is located above the floor, and a space enough for operators to operate can be formed between the bottom of each first upright rod piece 31 and the floor.
Referring to fig. 2 and 3, two waist-shaped grooves 511 have been seted up to each channel-section steel 51 homolevel, two waist-shaped grooves 511 all are located the web 2 of channel-section steel 51, and two waist-shaped grooves 511 of channel-section steel 51 are all aimed at one by one, wear to be equipped with first bolt piece 52 and second bolt piece 53 in two waist-shaped grooves 511 that aim at, first bolt piece 52 is fastening bolt piece and nut, second bolt piece 53 is with first bolt piece 52, first bolt piece 52 and second bolt piece 53 interval set up, first bolt piece 52 and second bolt piece 53 prevent that two channel-section steels 51 are horizontal to slide relatively. The peripheral walls of the first bolt piece 52 and the second bolt piece 53 between the two channel steel 51 are all sleeved with rubber sleeves 54, the rubber sleeves 54 respectively and tightly abut against the peripheral walls of the first upright rod piece 31 and the second upright rod piece 41 in sequence, and the rubber sleeves 54 can reduce vibration generated by loads borne by the first upright rod piece 31 and the second upright rod piece 41 so as to improve the stability of the scaffold supporting system.
One side that every channel-section steel 51 lies in pterygoid lamina 2 of higher position and deviates from web 2 is formed with scale 512, can directly perceivedly reach the interval between first pole piece 31, the second pole piece 41 according to scale 512 value, and then reasonable adjustment scaffold frame interval value can effective control scaffold material use amount. Draw-in groove 513 has been seted up respectively to two pterygoid lamina 2 opposite sides of each channel-section steel 51, and two draw-in grooves 513 run through channel-section steel 51, and the embedded indicator pole 514 that is equipped with of draw-in groove 513, two draw-in grooves 513 of indicator pole 514 difference sliding connection, indicator pole 514 are used for instructing scale 512, further control the interval between first pole piece 31 and the second pole piece 41.
The implementation principle of the embodiment of the application is as follows:
the first temporary upright member 31 is erected firstly, the second upright member 41 and the channel steel 51 are erected temporarily later, the first bolt 52 and the second bolt 53 are utilized, the distance between the first upright member 31 and the second upright member 41 is adjusted and controlled, two channel steels 51 are limited to slide relatively, the layered isolation is laid at the rearmost, the top support 312 is adjusted to reinforce the first upright member 31, the second upright member 41 and the two channel steels 51, and the space formed between the bottom end of the first upright member 31 and the floor can be used for operation of operators, and the construction efficiency of the operators is improved finally.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a dish knot formula scaffold frame is with adjustable support system which characterized in that: the device comprises a first supporting component (3) for supporting the bottom of the beam (1), a second supporting component (4) for supporting the bottom of the plate (2) and a connecting component (5) for connecting the first supporting component (3) and the second supporting component (4);
first supporting component (3) include first upright member piece (31) and fixed cover locate first connection pad (32) of first upright member piece (31) perisporium, second supporting component (4) include that second that two groups of intervals set up found member piece (41) and two fixed sleeves respectively locate second connection pad (42) of corresponding second upright member piece (41) perisporium, first upright member piece (31) bottom is higher than second and founds member piece (41) bottom, coupling assembling (5) are including two channel-section steels (51) that set up mutually on the back mutually, first connection pad (32) are located between two second connection pads (42), each channel-section steel (51) set up respectively on two second connection pads (42) that the interval set up, two first bolt spare (52) are worn to be equipped with in channel-section steel (51).
2. The adjustable support system for a coil scaffold according to claim 1, wherein: a web plate (2) of each channel steel (51) is horizontally provided with a waist-shaped groove (511), a first bolt piece (52) penetrates through the waist-shaped groove (511), and the first bolt piece (52) is abutted against the second upright rod piece (41).
3. The adjustable support system for a coil scaffold according to claim 2, wherein: a second bolt piece (53) is further arranged in the waist-shaped groove (511) in a penetrating mode, the second bolt piece (53) is sequentially arranged in the two channel steel (51) in a penetrating mode, and the second upright rod piece (41) is respectively abutted to the first bolt piece (52) and the second bolt piece (53).
4. The adjustable support system for a coil scaffold according to claim 2, wherein: scales (512) are formed on one side, away from the web (2), of the wing plate (2) of the channel steel (51).
5. The adjustable support system for a coil scaffold according to claim 4, wherein: an indication rod (514) for indicating scales (512) is arranged in the groove of the channel steel (51) in a sliding mode.
6. The adjustable support system for a coil scaffold according to claim 5, wherein: the opposite sides of the two wing plates (2) of the channel steel (51) are respectively provided with a clamping groove (513), and the indicating rod (514) is respectively embedded with the two clamping grooves (513) in a sliding manner.
7. The adjustable support system for a coil scaffold according to claim 1, wherein: the first vertical rod piece (31) comprises a tubular vertical rod (311) and a jacking support (312) inserted into the top of the vertical rod (311), the jacking support (312) is used for jacking layered isolation arranged at the bottom of the beam (1), the peripheral wall of the jacking support (312) is in threaded connection with a limiting block (313), and the lower surface of the limiting block (313) is abutted against the top end of the first vertical rod piece (31).
8. The adjustable support system for a coil scaffold according to claim 1, wherein: the first bolt piece (52) is sleeved with a rubber sleeve (54), and the rubber sleeve (54) is abutted to the first upright rod piece (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122239491.3U CN216949448U (en) | 2021-09-15 | 2021-09-15 | Adjustable support system for disc-buckle type scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122239491.3U CN216949448U (en) | 2021-09-15 | 2021-09-15 | Adjustable support system for disc-buckle type scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216949448U true CN216949448U (en) | 2022-07-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122239491.3U Expired - Fee Related CN216949448U (en) | 2021-09-15 | 2021-09-15 | Adjustable support system for disc-buckle type scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216949448U (en) |
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2021
- 2021-09-15 CN CN202122239491.3U patent/CN216949448U/en not_active Expired - Fee Related
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220712 |
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| CF01 | Termination of patent right due to non-payment of annual fee |