CN220725729U - Building construction guide insertion type scaffold - Google Patents
Building construction guide insertion type scaffold Download PDFInfo
- Publication number
- CN220725729U CN220725729U CN202322470723.5U CN202322470723U CN220725729U CN 220725729 U CN220725729 U CN 220725729U CN 202322470723 U CN202322470723 U CN 202322470723U CN 220725729 U CN220725729 U CN 220725729U
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- China
- Prior art keywords
- scaffold
- supporting plate
- fixedly connected
- thread groove
- construction guide
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- 238000009435 building construction Methods 0.000 title claims abstract description 12
- 238000003780 insertion Methods 0.000 title claims abstract description 12
- 230000037431 insertion Effects 0.000 title claims description 8
- 238000013016 damping Methods 0.000 claims abstract description 23
- 238000010276 construction Methods 0.000 claims description 8
- 238000004891 communication Methods 0.000 claims description 4
- 239000011435 rock Substances 0.000 abstract description 6
- 238000001125 extrusion Methods 0.000 abstract description 4
- 230000035939 shock Effects 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000005484 gravity Effects 0.000 description 8
- 230000006378 damage Effects 0.000 description 4
- 239000006185 dispersion Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Abstract
The utility model belongs to the technical field of scaffolds, in particular to a building construction guide-insertion type scaffold, which comprises a supporting plate, wherein a damping groove is formed in the top of the supporting plate, four groups of telescopic rods are fixedly connected above the external supporting plate of the damping groove, the four groups of telescopic rods are circumferentially arrayed outside the damping groove above the supporting plate, and springs are sleeved outside the telescopic rods; the damping groove of seting up through the backup pad top is for reducing holistic range of rocking from top to bottom to when producing to rock, telescopic link cooperation spring can be to the inside support scaffold frame of briquetting down shock attenuation, when rocking from top to bottom, telescopic link and spring can lift as far as, and when producing the power of controlling, the horizontal rigid structure of telescopic link can avoid producing the power of rocking from top to bottom and lead to buckling, can effectually avoid the extrusion force to ground production through this kind of structure, has improved the scaffold frame and has piled up the stability that can not produce to rock.
Description
Technical Field
The utility model belongs to the technical field of scaffolds, and particularly relates to a guide-insertion type scaffold for building construction.
Background
The scaffold refers to various supports which are erected for workers to operate and solve vertical and horizontal transportation in a construction site, and the general terms of the construction field refer to places which cannot be directly constructed and are used on an outer wall, an interior decoration or a high storey height on the construction site, mainly for the constructors to go up and down, live or peripheral safety nets to enclose and install components at high altitude, and the like, the scaffold is stated to be a scaffold, and scaffold manufacturing materials generally comprise: bamboo, wood, steel pipes or synthetic materials, etc., some projects also use scaffolds as templates, and are widely used in advertising industry, municipal administration, traffic roads and bridges, mines, etc.
The existing construction guide-insertion type scaffold is characterized in that a scaffold bottom supporting part is fixed at the top of a supporting plate, the supporting plate is placed at the top of the supporting plate through a scaffold supporting structure, the supporting plate is placed on the top of a land or a concrete ground, and the pressure transmitted from the top is removed through the supporting plate, so that the land or the concrete ground is prevented from being damaged by gravity.
The current construction guide insertion type scaffold in the prior art has poor effect of removing pressure transmitted from the top through the supporting plate, and if the top scaffold is installed higher, the gravity is heavier, so that the supporting plate is subjected to larger gravity, and the damage to the concrete ground is difficult to avoid.
Therefore, a guiding-inserting type scaffold for building construction is provided for the problems.
Disclosure of Invention
In order to make up the deficiency of the prior art, the effect of the existing construction guide-plug scaffold in the prior art that the pressure transmitted from the top is removed by the supporting plate is poor, and if the top scaffold is installed higher, the gravity is heavier, so that the supporting plate is heavier, and the problem that the damage to the concrete ground is difficult to avoid is solved.
The technical scheme adopted for solving the technical problems is as follows: the utility model relates to a building construction guide-insertion type scaffold, which comprises a supporting plate, wherein a damping groove is formed in the top of the supporting plate, telescopic rods are fixedly connected above an external supporting plate of the damping groove, four groups of telescopic rods are arranged, and the four groups of telescopic rods are circumferentially arrayed outside the damping groove above the supporting plate.
The telescopic rod is externally sleeved with a spring, the top of the telescopic rod is fixedly connected with a lower pressing block, a fixed damping hole is formed in the top of the lower pressing block, and a supporting scaffold is arranged in the fixed damping hole.
Preferably, a limiting ring is fixedly connected to the position, close to the top, of the outer portion of the supporting scaffold, and the bottom of the limiting ring is abutted to the top of the lower pressing block.
Preferably, the limit stop is fixedly connected to the top of the lower pressing block, the inside of the limit stop is of annular design, and a first thread groove is formed in the left side and the right side of the limit stop.
Preferably, the left side and the right side of the support scaffold are provided with second thread grooves, and the positions of the holes of the second thread grooves correspond to the first thread grooves.
Preferably, the first thread groove and the second thread groove are internally provided with screws, and nuts are sleeved outside the screws and close to the left side.
Preferably, the baffle is fixedly connected with the top of the support scaffold, the communication hole is formed in the top of the spring, and the limit pipe is fixedly connected with the top of the baffle.
The utility model has the beneficial effects that:
the utility model provides a building construction guide insertion type scaffold, wherein a damping groove is formed in the top of a supporting plate to reduce the overall vertical shaking amplitude, and when shaking occurs, a telescopic rod is matched with a spring to damp the supporting scaffold in a lower pressing block, when shaking occurs, the telescopic rod and the spring can be lifted as much as possible, and when a left force and a right force are generated, the transverse rigid structure of the telescopic rod can avoid bending caused by the left force and the right force, and through the structure, the extrusion force to the ground can be effectively avoided, and the stability of shaking caused by stacking of the scaffold is improved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this application, illustrate embodiments of the utility model and together with the description serve to explain the utility model and do not constitute a limitation on the utility model. In the drawings:
FIG. 1 is a perspective view of the present utility model;
FIG. 2 is a perspective view of the rear end of the spacing tube of the present utility model;
fig. 3 is a perspective view of a support scaffold in accordance with the present utility model;
FIG. 4 is a perspective view of a baffle plate in cross section according to the present utility model;
FIG. 5 is an enlarged fragmentary perspective view of the baffle of the present utility model;
legend description:
1. a support plate; 2. a telescopic rod; 3. a spring; 4. pressing the block; 5. a limit stop; 6. a first thread groove; 7. a second thread groove; 8. a damping groove; 9. a limiting ring; 10. a screw; 11. a nut; 12. supporting a scaffold; 13. a baffle; 14. a communication hole; 15. and a limiting tube.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Specific examples are given below.
Referring to fig. 1-5, the utility model provides a guiding scaffold for building construction, comprising a supporting plate 1, a damping groove 8 is arranged at the top of the supporting plate 1, telescopic rods 2 are fixedly connected above the supporting plate 1 outside the damping groove 8, four groups of telescopic rods 2 are arranged, the four groups of telescopic rods 2 are arranged outside the damping groove 8 above the supporting plate 1 in a circumferential array,
the outer part of the telescopic rod 2 is sleeved with a spring 3, the top of the telescopic rod 2 is fixedly connected with a lower pressing block 4, the top of the lower pressing block 4 is provided with a fixed damping hole, and the inside of the fixed damping hole is provided with a supporting scaffold 12;
during operation, the damping groove 8 of seting up at backup pad 1 top is for reducing holistic range of rocking from top to bottom to when producing to rock, telescopic link 2 cooperation spring 3 can carry out the shock attenuation to the support scaffold frame 12 of briquetting 4 inside down, when producing to rock from top to bottom, telescopic link 2 and spring 3 can lift as far as, and when producing the power about, the horizontal rigid structure of telescopic link 2 can avoid producing the power that rocks about and lead to buckling, can effectually avoid the extrusion force to ground production through this kind of structure, has improved the stability that the scaffold pile up can not produce to rock.
Further, as shown in fig. 3, a limiting ring 9 is fixedly connected to the outer part of the supporting scaffold 12 near the top, and the bottom of the limiting ring 9 abuts against the top of the lower pressing block 4.
In operation, when assembling, the limiting ring 9 can effectively limit the support scaffold 12, prevent the support scaffold 12 from deviating, and the support scaffold can be stably fixed by combining the above structures.
Further, as shown in fig. 5, the top of the pressing block 4 is fixedly connected with a limit stop 5, the inside of the limit stop 5 is in an annular design, and a first thread groove 6 is formed in the left side and the right side of the limit stop 5.
During operation, the limit stop 5 at the top of the lower pressing block 4 is convenient to be matched with other parts to fixedly support the scaffold 12, and the limit stop 5 is provided with 16 to conveniently fix the support scaffold 12.
Further, as shown in fig. 5, the left and right sides of the supporting scaffold 12 are provided with a second thread groove 7, and the position of the opening of the second thread groove 7 corresponds to the first thread groove 6.
During operation, the second thread groove 7 formed on the left side and the right side of the supporting scaffold 12 corresponds to the first thread groove 6, and the fixing bolt is conveniently and firmly fixed inside the supporting scaffold.
Further, as shown in fig. 5, the first thread groove 6 and the second thread groove 7 are internally provided with a screw 10, and a nut 11 is sleeved at a position close to the left side outside the screw 10.
During operation, the screw rod 10 arranged inside the first thread groove 6 and the second thread groove 7 can fix the support scaffold 12, and the nut 11 sleeved outside the screw rod 10 can fix the support scaffold 12 and the limit stop 5 through the first thread groove 6 and the second thread groove 7.
Further, as shown in fig. 4, a baffle 13 is fixedly connected to the top of the supporting scaffold 12, a communication hole 14 is formed in the top of the spring 3, and a limiting tube 15 is fixedly connected to the top of the baffle 13.
During operation, the fixed baffle 13 in support scaffold frame 12 top can effectually restrict and prevent the problem of skew appearing in the equipment, the spacing pipe 15 at baffle 13 top is for preventing the problem of lodging appearing, through this kind of structure combination above-mentioned structure, can reduce the injury of bottom to soil or cement ground in furthest, the combination through above-mentioned structure can be with the produced gravity transmission of scaffold frame to the bottom plate, can all scatter other positions with the produced gravity through the damped spring, and the bottom fluting can let its remaining power butt in the ground of hole bottom, through two sets of dispersion structures, can effectually be with the kinetic energy all dispersion, this kind of structure is stable effect better when carrying out the shock attenuation.
Working principle: the damping groove 8 arranged at the top of the supporting plate 1 reduces the overall up-down shaking amplitude, and when shaking, the telescopic rod 2 is matched with the spring 3 to damp the supporting scaffold 12 in the lower pressing block 4, when shaking up and down, the telescopic rod 2 and the spring 3 can be lifted as much as possible, when left and right forces are generated, the transverse rigid structure of the telescopic rod 2 can avoid bending caused by the left and right shaking forces, the extrusion force to the ground can be effectively avoided through the structure, the stability of the scaffold accumulation without shaking is improved, when assembling, the supporting scaffold 12 can be effectively limited by the limiting ring 9, the supporting scaffold 12 can be prevented from being deviated, the supporting scaffold 12 can be stably fixed through the structure, the limiting stop 5 at the top of the lower pressing block 4 is convenient to be matched with other parts to fix the supporting scaffold 12, the limit stop 5 is provided with 16 which is convenient for fixing the support scaffold 12, the two screw thread grooves 7 which are provided on the left side and the right side of the support scaffold 12 are corresponding to the first screw thread groove 6, the fixing bolt is arranged in the support scaffold 12 conveniently to fix the support scaffold 12 firmly, the screw 10 which is arranged in the first screw thread groove 6 and the second screw thread groove 7 can fix the support scaffold 12 and the limit stop 5 through the first screw thread groove 6 and the second screw thread groove 7, the baffle 13 which is fixed on the top of the support scaffold 12 can effectively limit the problem of deflection during assembly, the limit pipe 15 on the top of the baffle 13 is used for preventing the problem of lodging, by combining the structure, the damage of the bottom to the land or the cement land can be reduced to the maximum extent, screw rod 10 that screw thread groove 6 and No. two screw thread grooves 7 inside set up can be fixed with supporting scaffold frame 12, the outside cover of screw rod 10 establishes nut 11 can be through fixing between screw thread groove 6 and No. two screw thread grooves 7 with supporting scaffold frame 12 and limit stop 5, can be with the produced gravity transmission of scaffold frame to the bottom plate through the combination of above-mentioned structure, can all scatter other positions with produced gravity through the damped spring, and the bottom fluting can let its remaining power butt at the ground of hole bottom, can be effectual with kinetic energy all dispersion through two sets of dispersion structures, this kind of structure is stable better when carrying out the shock attenuation.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims.
Claims (6)
1. The utility model provides a construction guide inserts formula scaffold which characterized in that: comprises a supporting plate (1), a damping groove (8) is formed in the top of the supporting plate (1), telescopic rods (2) are fixedly connected above the external supporting plate (1) of the damping groove (8), four groups of telescopic rods (2) are arranged, the four groups of telescopic rods (2) are circumferentially arrayed outside the damping groove (8) above the supporting plate (1),
the telescopic rod (2) is externally sleeved with a spring (3), the top of the telescopic rod (2) is fixedly connected with a lower pressing block (4), a fixed damping hole is formed in the top of the lower pressing block (4), and a supporting scaffold (12) is arranged in the fixed damping hole.
2. The building construction guide insertion type scaffold according to claim 1, wherein: the outside of support scaffold frame (12) is close to top position fixedly connected with spacing ring (9), spacing ring (9) bottom butt is at briquetting (4) top down.
3. The building construction guide insertion type scaffold according to claim 2, wherein: the top of the lower pressing block (4) is fixedly connected with a limit stop (5), the inside of the limit stop (5) is of annular design, and a first thread groove (6) is formed in the left side and the right side of the limit stop (5).
4. A construction guide-insert scaffold according to claim 3, characterized in that: the left side and the right side of the support scaffold (12) are provided with second thread grooves (7), and the position of each second thread groove (7) is corresponding to that of a first thread groove (6).
5. The building construction guide insertion type scaffold according to claim 4, wherein: screw rods (10) are arranged in the first thread groove (6) and the second thread groove (7), and nuts (11) are sleeved at positions, close to the left, of the outer parts of the screw rods (10).
6. The building construction guide insertion type scaffold according to claim 5, wherein: the top of the supporting scaffold (12) is fixedly connected with a baffle (13), a communication hole (14) is formed in the top of the spring (3), and the top of the baffle (13) is fixedly connected with a limiting pipe (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322470723.5U CN220725729U (en) | 2023-09-12 | 2023-09-12 | Building construction guide insertion type scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322470723.5U CN220725729U (en) | 2023-09-12 | 2023-09-12 | Building construction guide insertion type scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220725729U true CN220725729U (en) | 2024-04-05 |
Family
ID=90502504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322470723.5U Active CN220725729U (en) | 2023-09-12 | 2023-09-12 | Building construction guide insertion type scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220725729U (en) |
-
2023
- 2023-09-12 CN CN202322470723.5U patent/CN220725729U/en active Active
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| GR01 | Patent grant |