CN214739810U - A earthquake-resistant structure for scaffold - Google Patents
A earthquake-resistant structure for scaffold Download PDFInfo
- Publication number
- CN214739810U CN214739810U CN202120789652.3U CN202120789652U CN214739810U CN 214739810 U CN214739810 U CN 214739810U CN 202120789652 U CN202120789652 U CN 202120789652U CN 214739810 U CN214739810 U CN 214739810U
- Authority
- CN
- China
- Prior art keywords
- rod
- assembly
- scaffold
- main
- assemblies
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000000712 assembly Effects 0.000 claims abstract description 19
- 238000000429 assembly Methods 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 description 6
- 230000003139 buffering effect Effects 0.000 description 5
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 239000004973 liquid crystal related substance Substances 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000000694 effects Effects 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
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Landscapes
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
The utility model relates to a scaffold frame field especially relates to an earthquake-resistant structure for scaffold frame. It includes: the device comprises a diagonal rod assembly, a top support assembly and a side support assembly; each top support assembly is correspondingly provided with two diagonal rod assemblies and side support assemblies, the top support assemblies are arranged below the middle parts of the transverse support assemblies, and the side support assemblies are arranged on the stand columns on the two sides; the top support component comprises a longitudinal rod, and the top of the longitudinal rod is detachably and fixedly connected with the transverse support component; the sliding block is connected with the longitudinal rod through an elastic piece and can axially slide along the longitudinal rod; and two ends of the diagonal rod assembly are respectively connected with the sliding block and the side supporting assembly. The utility model can effectively improve the anti-seismic performance of the scaffold; can be used for various existing scaffolds and has good universality.
Description
Technical Field
The utility model relates to a scaffold frame field especially relates to an earthquake-resistant structure for scaffold frame.
Background
The scaffold is a working platform which is erected for ensuring the smooth operation of each construction process. The scaffold is divided into an outer scaffold and an inner scaffold according to the erected positions; the scaffold can be divided into a wood scaffold, a bamboo scaffold and a steel pipe scaffold according to different materials; the scaffold is divided into a vertical rod type scaffold, a bridge type scaffold, a door type scaffold, a suspension type scaffold, a hanging type scaffold, a lifting type scaffold and a climbing type scaffold according to the structural form.
The existing scaffold does not have good anti-seismic performance, and in the actual use process, due to frequent operations such as drilling and cutting, the scaffold can generate large vibration force to cause the scaffold to vibrate up and down, and the vibration easily causes the scaffold to age and damage in an accelerated manner, so that certain potential safety hazards are realized.
Therefore, how to improve the earthquake-resistant performance of the scaffold is a very critical research and development direction for improving the safety of the scaffold.
Disclosure of Invention
For solving current scaffold frame anti-seismic performance not enough, under strong shake or high frequency vibrations effect, the scaffold frame produces the damage easily, ageing with higher speed, leads to the scaffold frame to damage, and current scaffold frame does not have special scaffold frame shock-resistant structure scheduling problem, the utility model provides an anti-seismic structure for scaffold frame.
The utility model aims to provide a:
the method can be effectively adapted to the existing scaffold;
and secondly, the anti-seismic performance of the scaffold can be effectively improved.
In order to achieve the above purpose, the utility model adopts the following technical scheme.
An earthquake-resistant structure for scaffolding, comprising:
the device comprises a diagonal rod assembly, a top support assembly and a side support assembly;
each top support assembly is correspondingly provided with two diagonal rod assemblies and side support assemblies, the top support assemblies are arranged below the middle parts of the transverse support assemblies, and the side support assemblies are arranged on the stand columns on the two sides;
the top support component comprises a longitudinal rod, and the top of the longitudinal rod is detachably and fixedly connected with the transverse support component;
the sliding block is connected with the longitudinal rod through an elastic piece and can axially slide along the longitudinal rod;
and two ends of the diagonal rod assembly are respectively connected with the sliding block and the side supporting assembly.
As a preference, the first and second liquid crystal compositions are,
the vertical rod is sequentially provided with an upper section, a middle section and a lower section from top to bottom, the outer diameter of the middle section is smaller than that of the upper section and the lower section, the sliding block is sleeved on the middle section of the vertical rod, the upper end of the elastic piece is fixedly connected with the lower end of the sliding block, and the lower end of the elastic piece is fixedly connected with the upper end of the lower section.
As a preference, the first and second liquid crystal compositions are,
the side supporting assembly consists of a main fastening plate and an auxiliary fastening plate, the main fastening plate is provided with an ear plate, and the main fastening plate and the auxiliary fastening plate are fixedly arranged on the upright post in a matching way;
the inclined rod assembly is hinged with the ear plate of the side support assembly.
As a preference, the first and second liquid crystal compositions are,
the inclined rod assembly is composed of a main rod and an auxiliary rod, the main rod is provided with an inserting rod, the auxiliary rod is correspondingly provided with a slot, the inserting rod of the main rod is inserted into the slot of the auxiliary rod, and an elastic connecting piece is further arranged between the main rod and the auxiliary rod.
The utility model has the advantages that:
1) the anti-seismic performance of the scaffold can be effectively improved;
2) can be used for various existing scaffolds and has good universality.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of a top support assembly;
FIG. 3 is a schematic structural view of the side support assembly;
FIG. 4 is a schematic structural view of the primary and secondary fastening plates;
FIG. 5 is a schematic structural view of the diagonal bar assembly;
in the figure: 10 cross pedal, 20 upright posts, 100 top supporting components, 101 upper section, 102 middle section, 103 lower section, 104 slide block, 105 elastic component, 200 diagonal rod components, 201 main rod, 202 auxiliary rod, 203 inserted rod, 204 elastic connecting component, 300 side supporting components, 301 main fastening plate, 302 auxiliary fastening plate and 303 ear plate.
Detailed Description
The invention is described in further detail below with reference to specific embodiments and drawings. Those of ordinary skill in the art will be able to implement the invention based on these descriptions. Moreover, references to embodiments of the invention in the following description are generally only to be considered as examples of the invention, and not as all embodiments. Therefore, all other embodiments obtained by a person of ordinary skill in the art without creative efforts based on the embodiments of the present invention shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "thickness", "upper", "lower", "horizontal", "top", "bottom", "inner", "outer", "circumferential", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are used merely for convenience of description and simplification of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., and "a plurality" means one or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; may be mechanically coupled, may be electrically coupled or may be in communication with each other; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present invention, unless otherwise expressly specified and limited, the term "cross step" is to be understood broadly as the portion of the scaffold for the constructor to perform the operation of standing, walking, etc., and the term "column" is to be understood broadly as the portion of the scaffold for the longitudinal support of the cross step.
Examples
An earthquake-resistant structure for a scaffold as shown in fig. 1, which mainly realizes the support of structures such as a scaffold cross pedal 10 and the buffer of the vibration of the cross pedal 10 by an elastic structure in a manner of inclined side bracing, and improves the earthquake-resistant performance of the whole scaffold, and specifically comprises:
the inclined rod assembly 200, the top support assembly 100 connecting the inclined rod assembly 200 and the bottom of the cross pedal 10 and the side support assembly 300 connecting the inclined rod assembly 200 and the upright post 20, each top support assembly 100 is correspondingly provided with two inclined rod assemblies 200 and side support assemblies 300, the top support assembly 100 is arranged below the middle part of the cross pedal 10, the side support assemblies 300 are arranged on the upright posts 20 at two sides, and two ends of the inclined rod assembly 200 are respectively connected with the top support assembly 100 and the side support assemblies 300;
the top support assembly 100 is as shown in fig. 2, and includes a vertical rod, the top of the vertical rod is detachably and fixedly connected with a transverse pedal 10, which is sequentially an upper section 101, a middle section 102 and a lower section 103 from top to bottom, the three sections are fixedly connected or directly and integrally formed, the outer diameter of the middle section 102 is smaller than that of the upper section 101 and the lower section 103, the middle section 102 is sleeved with a sliding block 104 and an elastic member 105, the upper end of the elastic member 105 is fixedly connected with the lower end of the sliding block 104, the lower end of the elastic member 105 is fixedly connected with the upper end of the lower section 103, the sliding block 104 is located in the middle of the middle section 102 under the action of the elastic member 105, and the elastic member 105 is a spring in this embodiment;
as shown in fig. 3 and 4, the side support assembly 300 is composed of a main fastening plate 301 and a secondary fastening plate 302, the main fastening plate 301 is provided with an ear plate 303, the main fastening plate 301 and the secondary fastening plate 302 are provided with correspondingly arranged fastening holes, and the main fastening plate 301 and the secondary fastening plate 302 are installed and fixed on the upright post 20 through the matching of the fastening holes;
the two ends of the diagonal rod assembly 200 are hinged with the sliding block 104 and the side ear plate 303 of the side support assembly 300 respectively, as shown in fig. 2 and 3 respectively;
the anti-seismic structure is mainly used for supporting the middle of the transverse pedal 10, in the actual use process, the middle of the transverse pedal 10 is a main stressed part, if the middle of the transverse pedal 10 is not provided with a certain supporting structure, the middle of the transverse pedal 10 can be bent downwards to cause integral deformation, and the stress of the upright columns 20 on two sides is changed, so that the middle of the transverse pedal 10 needs to be further supported, in addition, the anti-seismic structure converts a full-rigid structure into a movable structure matched with rigid elasticity under the action of the elastic piece 105, and the acting force is absorbed and released through the compression rebound or the tensile rebound of the elastic piece 105, so that the anti-seismic performance of the whole scaffold is enhanced;
as shown in fig. 5, the diagonal rod structure is composed of a main rod 201 and an auxiliary rod 202, the main rod 201 is provided with an insertion rod 203, the auxiliary rod 202 is correspondingly provided with an insertion slot, the insertion rod 203 of the main rod 201 extends into the insertion slot of the auxiliary rod 202, an elastic connecting member 204 is further arranged between the main rod 201 and the auxiliary rod 202, and the elastic connecting member 204 is a spring in this embodiment;
the inserted rod 203 and the slot mainly play a role in axial guiding, certain rigid connection is formed while the main rod 201 and the auxiliary rod 202 are prevented from being separated, the elastic connecting piece 204 is arranged to further improve the connection stability of the main rod 201 and the auxiliary rod 202, the acting force generated by the transverse pedal 10 on the longitudinal rod is prevented from being directly guided and conducted along the inclined rod assembly 200, a large rigid acting force is generated on the stand column 20, and secondary buffering of an anti-seismic structure is realized.
Holistic antidetonation structure is when supporting horizontal footboard 10, through the slip of slider 104, the relative displacement of mobile jib 201 and auxiliary rod 202, and elastic component 105, the compression of elastic connecting piece 204, process such as tensile and resilience, realize the absorption and the buffering of effort, cooperate the shock attenuation buffering at different levels of coupling assembling, can make whole scaffold frame produce very good and excellent antidetonation buffering effect, in the practical process and when touchhing special circumstances such as earthquake, can ensure the structural stability of whole scaffold frame, cooperation forms buffering space and surplus with elastic structure on rigid structure's basis, can absorb most effort, make whole scaffold frame effectively keep stable in the shock environment, especially can form effectual protection to the coupling part of horizontal and vertical structure, produce and possess very excellent antidetonation effect.
Claims (4)
1. An earthquake-resistant structure for scaffolding, comprising:
the device comprises a diagonal rod assembly, a top support assembly and a side support assembly;
each top support assembly is correspondingly provided with two diagonal rod assemblies and side support assemblies, the top support assemblies are arranged below the middle parts of the transverse support assemblies, and the side support assemblies are arranged on the stand columns on the two sides;
the top support component comprises a longitudinal rod, and the top of the longitudinal rod is detachably and fixedly connected with the transverse support component;
the sliding block is connected with the longitudinal rod through an elastic piece and can axially slide along the longitudinal rod;
and two ends of the diagonal rod assembly are respectively connected with the sliding block and the side supporting assembly.
2. An earthquake-resistant structure for scaffolds according to claim 1,
the vertical rod is sequentially provided with an upper section, a middle section and a lower section from top to bottom, the outer diameter of the middle section is smaller than that of the upper section and the lower section, the sliding block is sleeved on the middle section of the vertical rod, the upper end of the elastic piece is fixedly connected with the lower end of the sliding block, and the lower end of the elastic piece is fixedly connected with the upper end of the lower section.
3. An earthquake-resistant structure for scaffolds according to claim 1,
the side supporting assembly consists of a main fastening plate and an auxiliary fastening plate, the main fastening plate is provided with an ear plate, and the main fastening plate and the auxiliary fastening plate are fixedly arranged on the upright post in a matching way;
the inclined rod assembly is hinged with the ear plate of the side support assembly.
4. An earthquake-resistant structure for scaffolds according to claim 1,
the inclined rod assembly is composed of a main rod and an auxiliary rod, the main rod is provided with an inserting rod, the auxiliary rod is correspondingly provided with a slot, the inserting rod of the main rod is inserted into the slot of the auxiliary rod, and an elastic connecting piece is further arranged between the main rod and the auxiliary rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120789652.3U CN214739810U (en) | 2021-04-16 | 2021-04-16 | A earthquake-resistant structure for scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120789652.3U CN214739810U (en) | 2021-04-16 | 2021-04-16 | A earthquake-resistant structure for scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214739810U true CN214739810U (en) | 2021-11-16 |
Family
ID=78603869
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120789652.3U Active CN214739810U (en) | 2021-04-16 | 2021-04-16 | A earthquake-resistant structure for scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214739810U (en) |
-
2021
- 2021-04-16 CN CN202120789652.3U patent/CN214739810U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205153136U (en) | Vertical shock insulation support | |
| CN208415077U (en) | A kind of bridge aseismic devices | |
| CN214739810U (en) | A earthquake-resistant structure for scaffold | |
| CN207739717U (en) | A kind of assembled architecture shock-damping structure | |
| CN216689764U (en) | Anti-seismic steel structure factory building framework | |
| CN210918146U (en) | Novel steel structure engineering support | |
| CN113250428B (en) | Anti-seismic scaffold | |
| CN211114952U (en) | Ancient building antidetonation strengthening equipment | |
| CN211547292U (en) | Bridge anti-seismic structure | |
| CN212201426U (en) | Building steel structure supporting beam | |
| CN113482859A (en) | Land assembled wind power tower cylinder base | |
| CN114016796A (en) | Anti-seismic pressure dividing device for steel pipe concrete column for house design | |
| CN209585291U (en) | A kind of architectural engineering and the general roof beam structure support device of hydraulic engineering | |
| CN210067948U (en) | Supplementary climbing instrument of portable steel-pipe tower | |
| CN111519768A (en) | Assembled building shock-absorbing structure | |
| CN207160533U (en) | A kind of scaffold of construction extends frame | |
| CN216689770U (en) | Steel construction that rocks is prevented to antidetonation | |
| CN212295834U (en) | Effectual assembled building base of antidetonation | |
| CN220225773U (en) | Damping structure | |
| CN211523596U (en) | High-strength damping building house | |
| CN212984794U (en) | Combined earthquake-resistant building structural component | |
| CN217232615U (en) | Protection device for assembly type building construction | |
| CN220335701U (en) | Multistage damping bridge support | |
| CN215402479U (en) | Elevator hauler consolidates base buffer | |
| CN212802260U (en) | Steel construction herringbone roof beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 310000 Room 101, building 6, 41 Caihe Road, Jianggan District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Weian Support Technology Co.,Ltd. Country or region after: China Address before: 310000 Room 101, building 6, 41 Caihe Road, Jianggan District, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Wei'an Construction Support Technology Co.,Ltd. Country or region before: China |