CN220247720U - Socket-type disc buckle type steel pipe scaffold beam bottom supporting system conversion device - Google Patents
Socket-type disc buckle type steel pipe scaffold beam bottom supporting system conversion device Download PDFInfo
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- CN220247720U CN220247720U CN202322236832.0U CN202322236832U CN220247720U CN 220247720 U CN220247720 U CN 220247720U CN 202322236832 U CN202322236832 U CN 202322236832U CN 220247720 U CN220247720 U CN 220247720U
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- disc buckle
- socket
- beam bottom
- steel pipe
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 107
- 239000010959 steel Substances 0.000 title claims abstract description 107
- 238000006243 chemical reaction Methods 0.000 title claims abstract description 24
- 238000003466 welding Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 230000009897 systematic effect Effects 0.000 abstract 1
- 230000007306 turnover Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 239000003054 catalyst Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to a socket-and-spigot type disc buckle type steel pipe scaffold beam bottom support system conversion device. The utility model comprises I-steel, steel sleeves, a plate buckle cross rod, plate buckle vertical rods and plate buckle vertical rods, wherein the steel sleeves are respectively arranged on two sides of the I-steel, the plate buckle vertical rods are inserted into the steel sleeves, the plate buckle vertical rods are provided with the plate buckle vertical rods, and the plate buckle cross rod is connected with the plate buckle vertical rods through the plate buckle vertical rods. The utility model has simple, reasonable, economic and applicable design, effectively solves the phenomenon of mixed use of the common steel pipe and the disc buckle frame body, and effectively solves the systematic and standardized problems of the use of the disc buckle frame body.
Description
Technical Field
The utility model relates to the field of buildings, in particular to a socket-and-spigot type disc buckle type steel pipe scaffold beam bottom support system conversion device.
Background
When the main beam at the bottom of the beam is reinforced and arranged, no matter the main beam is arranged along the beam direction or is arranged perpendicular to the beam direction, the tray buckle frame body is modularized, and the systemization and standardization cannot be realized.
The girder at the bottom of the girder adopts perpendicular to the girder to stride the direction, is on a parallel with the girder and strides the direction, all needs ordinary steel pipe horizon bar and dish to detain the stand and be connected, so the horizontal pole is detained to the dish of partial top dish can not be connected with dish knot stand rim plate in the stride position, can only place the bottom rim plate with the horizontal pole, just so causes the phenomenon that the horizontal pole was detained with ordinary steel pipe replacement dish in scene.
However, for the construction of reinforcing the girder at the bottom of the girder, the cost cannot be directly saved and the safety risk cannot be reduced.
Disclosure of Invention
The utility model provides a conversion device for a beam bottom support system, which is simple, reasonable, economical and applicable in design, improves turnover times and saves cost, and aims to solve the problem that a common steel pipe is used for replacing a coiled cross rod in the field when a beam bottom main beam is reinforced and arranged in the background technology.
The technical scheme of the utility model is as follows: the utility model relates to a socket-and-spigot type disc buckle type steel pipe scaffold beam bottom support system conversion device, which is characterized in that: the socket type disc buckle type steel pipe scaffold beam bottom support system conversion device comprises I-steel, steel sleeves, disc buckle cross bars, disc buckle vertical rods and disc buckle vertical rods, wherein the steel sleeves are respectively arranged on two sides of the I-steel, the disc buckle vertical rods are inserted into the steel sleeves, the disc buckle vertical rods are provided with disc buckle vertical rods, and the disc buckle cross bars are connected with the disc buckle vertical rods through the disc buckle vertical rods.
Further, the steel sleeve is provided with a bolt hole, and the disc buckle vertical rod is connected with the steel sleeve through a bolt.
Further, the vertical rods of the disc buckle are provided with corresponding bolt holes, and the steel sleeve is connected with the vertical rods of the disc buckle through bolts.
Further, the bolt holes are multiple groups and are uniformly distributed on the steel sleeve, the bolt holes are multiple groups and correspondingly and uniformly distributed on the disc buckle vertical rod.
Further, the steel sleeves on two sides of the I-steel are arranged on the same central line and are symmetrically arranged up and down.
Further, the top of the vertical rod of the tray buckle is provided with a jacking, and the jacking is movably connected with the vertical rod of the tray buckle.
Furthermore, the I-steel is 10# I-steel, and the length is 1.3m.
Further, the steel sleeve is welded at the end of the I-steel.
Further, the number of the steel sleeves is 4, and the steel sleeves are symmetrically arranged on two sides of two ends of the I-steel.
Further, the steel sleeve is an A50 steel pipe, the length of the steel sleeve is 30cm, the wall thickness of the steel sleeve is larger than 3.2mm, the material is Q345A, and the effective welding seam height is larger than 3.5mm.
The utility model provides a conversion device for a beam bottom support system of a socket-and-spigot type disc buckle type steel pipe scaffold, which optimizes the reinforcement of the beam bottom, adopts 1 10# I-steel, has the length of 1.3m, and ensures that the I-steel quality meets the national standard requirement. 4A 50 steel sleeves with the length of 30cm are welded at the upper and lower positions of the I-shaped steel end, the wall thickness of each sleeve is larger than 3.2mm, the material is Q345A, and the effective welding seam height is larger than 3.5mm. The top and bottom sleeves are on the same line, and the error is +/-5 mm. A8mm hole is reserved on the sleeve, the position error of the hole is +/-3 mm, and the turnover utilization rate of the frame body is prevented from being reduced due to the change of the height of the beam. A wheel disc is arranged on each 15cm of the upright posts on the sleeve and the two sides of the beam, so that the heights of different beam plates can be conveniently adjusted. The steps of the vertical rods at the two sides of the beam bottom along the beam direction are 900+600). The socket type disc buckle type steel pipe scaffold beam bottom support system conversion device is good in supporting construction effect of the disc buckle, the channel steel and the support conversion system, large in bearing capacity, small in using amount, light in weight, rapid to assemble, convenient to use, good in economic benefit and high in turnover efficiency. Therefore, the utility model has the following advantages:
1) The matched construction effect of the dish knot, the channel steel and the support conversion system is good: the support body is in the design, and the pole setting adopts sleeve socket joint to connect, and horizontal pole and diagonal bar adopt rod end buckle joint card to go into the connection pad, with wedge bolt connection, and whole support forms the unchangeable system of structure geometry for the support is safer, stable, has improved the load capacity greatly.
2) The bearing capacity is large, the consumption is small, and the weight is light: taking 60 series heavy supporting frames as an example, the allowable bearing capacity of a single upright rod with the height of 5 meters is 9.5 tons (the safety coefficient is 2), the breaking load reaches 19 tons, and the breaking load is 2-3 times that of the traditional product. In general, the distance between the vertical rods is 1.2 meters, 1.5 meters and 1.8 meters, the step distance of the cross rod is 1.5 meters, the maximum distance can reach 3 meters, and the step distance can reach 2 meters. The amount of the catalyst used in the same supporting volume is reduced by 1/2 compared with that of the conventional product, and the weight is reduced by 1/2-1/3.
3) The assembly is quick, and the use is convenient: the cost is saved, and the use amount is small, the weight is light, so that the operator can assemble the device more conveniently. The construction period is saved, meanwhile, the lease fees and the labor fees are correspondingly saved, and the cost can be saved by 30% in general.
4) Good economic benefit and high turnover efficiency: the conversion process of the beam bottom support system has the advantages that the cost is the same as that of the I-steel and sleeve device by adopting a common reinforcing device for 10 times before turnover, the turnover is 11 to 15 times, and the total cost is 5 times, so that 44.64 x 5 = 223 yuan (single span beam) can be saved, and better economic benefit is achieved under the condition of multiple project turnover use.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
fig. 2 is a schematic diagram of the connection of the i-steel of the present utility model with a steel sleeve.
The reference numerals are explained as follows:
1. i-steel; 2. a steel sleeve; 3. a cross bar is buckled; 4. jacking; 5. a disk buckle upright post; 6. a plug pin; 7. and the wheel disc is provided with a wheel disc at the disc opening.
Detailed Description
The utility model is described in further detail below with reference to the drawings and the specific examples.
Referring to fig. 1 and 2, the structure of the specific embodiment of the utility model comprises an I-steel 1, a steel sleeve 2, a disc buckle cross bar 3, a jacking 4, a disc buckle vertical rod 5, a bolt 6 and a disc opening wheel disc 7; the steel sleeve 2 is arranged on the I-steel 1, the disc opening wheel disc 7 is arranged on the disc buckle vertical rod 5, and the disc buckle vertical rod 5 is movably connected with the steel sleeve 2 through a bolt 6. The method comprises the following steps: the steel sleeve 2 is welded with the periphery of the I-steel 1, and the steel sleeve 2 is connected with the coiled upright 5 through a bolt 6. The disc buckle cross rod 3 and the disc buckle vertical rod 5 are connected through a disc buckle wheel disc 7 by a bolt. An adjustable wheel disc and an adjustable bolt are arranged on the steel sleeve 2 at a distance of 150 mm.
Preparing a bolt 6 (M14 bolt) before construction; 1.3M length 10# I-steel 1, A50, length 30cm steel sleeve 2, set up the bolt hole on sleeve 2, can pass M14 bolt, welding rim plate, adjustable support body height. And welding the periphery of the sleeve 2 and the I-steel 1. The vertical rod 5 at the disc opening is connected with the cross rod 3 of the disc buckle by a bolt.
The field construction and installation process of the utility model comprises the following steps:
1. 10# I-steel 1: the length is 1.3m, and the quality of the I-steel meets the national standard requirement. As the main stress part of the beam bottom reinforcement. And is welded with the steel sleeve 2.
2. Steel sleeve 2: 4A 50 steel sleeves with the length of 30cm are welded at the upper and lower positions of the end head of the I-steel 1, the wall thickness of the sleeve is larger than 3.2mm, the material is Q345A, and the effective welding seam height is larger than 3.5mm. The steel sleeve is welded with the I-steel 1, is connected with the coiled upright 5 through a bolt 6, is arranged symmetrically up and down, and the center line of the steel sleeve 2 is in the same straight line.
3. Dish mouth pole setting 5: is made of a galvanized steel sheet made of Q345 material and is connected with the plate buckle cross rod 3 through a plate buckle wheel plate 7 by a bolt.
4. Jacking 4: the length of the cantilever extending out of the top horizontal rod is strictly forbidden to exceed 650mm, the exposed length of the screw rod is strictly forbidden to exceed 400mm, and the length of the vertical rod 5 inserted into the disc opening is not smaller than 150mm, so that the vertical rod 5 is connected with the disc buckle.
5. Bolt 6: the steel sleeve 2 and the vertical rod 5 are perforated, a hole with the diameter of A20mm is reserved on the sleeve, and the position error of the hole is +/-3 mm. The steel sleeve 2 is connected with the disc buckle vertical rod 5 through a bolt 6. The vertical rod 5 at the disc opening is connected with the cross rod 3 of the disc buckle by a bolt. The stress of the bolt must meet the requirement, and the screw is prevented from being damaged along with the overlarge section of the beam.
6. The conversion device of the socket-and-spigot type disc buckle type steel pipe scaffold beam bottom support system is adopted, turnover is carried out on every other two floors, and turnover can be carried out between buildings and projects.
The technical matters not specifically described in the foregoing embodiments are the same as those in the prior art.
The above is only a specific embodiment disclosed in the present utility model, but the scope of the present utility model is not limited thereto, and the scope of the present utility model should be defined by the claims.
Claims (10)
1. A socket joint formula dish knot formula steel pipe scaffold frame beam bottom braced system conversion equipment, its characterized in that: the conversion device of the socket-type disc buckle type steel pipe scaffold beam bottom support system comprises I-steel, steel sleeves, disc buckle cross bars, disc buckle vertical rods and disc buckle vertical rods, wherein the steel sleeves are respectively arranged on two sides of the I-steel, the disc buckle vertical rods are inserted into the steel sleeves, the disc buckle vertical rods are provided with the disc buckle vertical rods, and the disc buckle cross bars are connected with the disc buckle vertical rods through the disc buckle vertical rods.
2. The socket and spigot joint type disc buckle steel pipe scaffold beam bottom support system conversion device according to claim 1, wherein: the steel sleeve is provided with a bolt hole, and the disc buckle vertical rod is connected with the steel sleeve through a bolt.
3. The socket and spigot joint type disc buckle steel pipe scaffold beam bottom support system conversion device according to claim 2, wherein: the steel sleeve is connected with the disc buckle vertical rod through a bolt.
4. The socket and spigot joint type disc buckle steel pipe scaffold beam bottom support system conversion device according to claim 3, wherein: the bolt holes are multiple groups and are uniformly distributed on the steel sleeve, the bolt holes are multiple groups and are correspondingly and uniformly distributed on the disc buckle vertical rod.
5. The socket and spigot joint type disc buckle steel pipe scaffold beam bottom support system conversion device according to claim 4, wherein: the steel sleeves on two sides of the I-steel are arranged on the same central line and are symmetrically arranged up and down.
6. The socket and spigot joint and socket steel pipe scaffold beam bottom support system conversion device according to any one of claims 1 to 5, wherein: the top of the vertical rod of the tray buckle is provided with a jacking, and the jacking is movably connected with the vertical rod of the tray buckle.
7. The socket and spigot joint type disc buckle steel pipe scaffold beam bottom support system conversion device according to claim 6, wherein: the I-steel is 10# I-steel, and the length is 1.3m.
8. The socket and spigot joint type disc buckle steel pipe scaffold beam bottom support system conversion device according to claim 7, wherein: the steel sleeve is welded at the end of the I-steel.
9. The socket and spigot joint type disc buckle steel pipe scaffold beam bottom support system conversion device according to claim 8, wherein: the number of the steel sleeves is 4, and the steel sleeves are symmetrically arranged on two sides of two ends of the I-steel.
10. The socket and spigot joint type disc buckle steel pipe scaffold beam bottom support system conversion device according to claim 9, wherein: the steel sleeve is an A50 steel pipe, the length of the steel sleeve is 30cm, the wall thickness of the steel sleeve is larger than 3.2mm, the material is Q345A, and the effective welding seam height is larger than 3.5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322236832.0U CN220247720U (en) | 2023-08-21 | 2023-08-21 | Socket-type disc buckle type steel pipe scaffold beam bottom supporting system conversion device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322236832.0U CN220247720U (en) | 2023-08-21 | 2023-08-21 | Socket-type disc buckle type steel pipe scaffold beam bottom supporting system conversion device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220247720U true CN220247720U (en) | 2023-12-26 |
Family
ID=89233823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322236832.0U Active CN220247720U (en) | 2023-08-21 | 2023-08-21 | Socket-type disc buckle type steel pipe scaffold beam bottom supporting system conversion device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220247720U (en) |
-
2023
- 2023-08-21 CN CN202322236832.0U patent/CN220247720U/en active Active
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