CN216142381U - Construction scaffold backing plate - Google Patents
Construction scaffold backing plate Download PDFInfo
- Publication number
- CN216142381U CN216142381U CN202121513829.3U CN202121513829U CN216142381U CN 216142381 U CN216142381 U CN 216142381U CN 202121513829 U CN202121513829 U CN 202121513829U CN 216142381 U CN216142381 U CN 216142381U
- Authority
- CN
- China
- Prior art keywords
- scaffold
- backing plate
- shock pad
- stress
- plate
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 230000035939 shock Effects 0.000 claims abstract description 31
- 229920006346 thermoplastic polyester elastomer Polymers 0.000 claims abstract description 12
- 239000000853 adhesive Substances 0.000 claims description 6
- 230000001070 adhesive effect Effects 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 2
- 238000010521 absorption reaction Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229920001707 polybutylene terephthalate Polymers 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 239000004721 Polyphenylene oxide Substances 0.000 description 1
- 229920003232 aliphatic polyester Polymers 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229920001400 block copolymer Polymers 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- -1 polybutylene terephthalate Polymers 0.000 description 1
- 229920000570 polyether Polymers 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
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Abstract
The utility model discloses a construction scaffold backing plate which comprises a stress plate and a shock pad, wherein the width of the cross section of the stress plate is larger than that of the cross section of a scaffold upright rod, a groove is formed in the middle of the stress plate, the shock pad is arranged in the groove formed in the middle of the stress plate, and the shock pad is made of TPEE shock pad. In order to reduce the stress deformation of the scaffold upright rod, the scaffold base plate is designed into the elastic base plate, and the excellent shock absorption, impact resistance and high elasticity of TPEE material are utilized, so that the stress state of the scaffold upright rod is greatly improved, and the safety and reliability of construction operation are ensured.
Description
Technical Field
The utility model relates to the technical field of civil engineering construction, in particular to a construction scaffold backing plate.
Background
In the building construction process, casualty accidents caused by scaffold safety accidents occur frequently, the vertical rods are the most main stress and force transmission rod pieces of the scaffold, the weakest parts of the vertical rods are low-layer vertical rod sections, and the bearing capacity and the stability of the bottom vertical rods play a role in controlling the whole scaffold. The vertical rod belongs to point load, the firmness is low, the base plate is arranged at the bottom of the vertical rod, the stress surface of the vertical rod is enlarged, and the vertical rod has an extremely important effect on ensuring the overall safety of the scaffold.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model aims to provide a construction scaffold base plate, which is realized by adopting the following technical scheme:
the utility model provides a construction scaffold backing plate, includes atress board, shock pad, atress board cross-sectional width is greater than scaffold frame pole setting cross-sectional width, atress board middle part is provided with the recess, the shock pad embedding the recess that atress board middle part set up, the shock pad with the recess cross-sectional dimension phase-match that atress board middle part set up.
Optionally, the stress plate is a wood base plate, the thickness of the stress plate is 50-80 mm, and the width of the stress plate is 200-500 mm.
Optionally, the width of the groove formed in the middle of the stress plate is 150-300 mm, and the depth of the groove is 2-5 mm.
Optionally, the shock pad is a TPEE shock pad, the width of the TPEE shock pad is 150-300 mm, and the thickness of the TPEE shock pad is 2-5 mm.
Optionally, the shock pad is bonded to a groove arranged in the middle of the stress plate through an adhesive.
Optionally, the adhesive is a structural adhesive.
Compared with the prior art, the utility model has the beneficial effects that: in the building construction process, the vertical rods are the most main stress and force transmission rod pieces of the scaffold, the utility model designs a construction scaffold base plate, the scaffold base plate is designed into an elastic base plate with a TPEE damping pad, and the TPEE damping pad has excellent shock absorption, impact resistance, bending resistance, sealing property and elastic property, can enlarge the stress surface of the vertical rods, and has an extremely important effect on ensuring the overall safety of the scaffold.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
Fig. 1 is a schematic structural view of a front surface of a construction scaffold backing plate according to an embodiment of the present invention, and fig. 2 is a top view of the construction scaffold backing plate.
The objects, features and advantages of the present invention will be further explained with reference to the accompanying drawings.
101: a stress plate; 102: a shock-absorbing pad.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that all the directional indicators (such as up, down, left, right, front, and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the movement situation, etc. in a specific posture (as shown in the drawing), and if the specific posture is changed, the directional indicator is changed accordingly.
In addition, the descriptions related to "first", "second", etc. in the present invention are for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, the meaning of "and/or" appearing throughout is to include three juxtapositions, exemplified by "A and/or B" including either scheme A, or scheme B, or a scheme in which both A and B are satisfied. In addition, technical solutions between various embodiments may be combined with each other, but must be realized by a person skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination should not be considered to exist, and is not within the protection scope of the present invention.
Referring to fig. one and fig. two, the present invention provides a scaffold backing plate for construction, comprising: comprises a stress plate 101 and a shock pad 102.
Particularly, atress board 101 cross-sectional width is greater than scaffold frame pole setting cross-sectional width, just atress board 101 middle part is provided with the recess, shock pad 102 set up in the recess that atress board 101 middle part set up.
Further, the scaffold pole setting is the most main atress of scaffold and passes power member, and the bearing capacity and the stability of pole setting play the control effect to whole scaffold, and the pole setting belongs to the point load, and the fastness is not high, and this embodiment sets up atress board 101 in the pole setting bottom, atress board 101 is the wooden backing plate, and thickness is 50~80mm, and the width is 200~500mm, and long limit is the scaffold one at least and strides long, because two pole settings of scaffold pass when striding the pressure of atress board 101 is unanimous, avoids scaffold pole setting both ends the uneven condition to appear, and then leads to whole scaffold to appear the potential safety hazard. The width of the section of the stress plate 101 is larger than that of the section of the vertical rod of the scaffold, so that the stress surface of the vertical rod can be effectively enlarged, and the stress plate plays an extremely important role in ensuring the overall safety of the scaffold.
Furtherly, the construction load is the dynamic load of frequent vibration, and in order to reduce the atress deformation of pole setting, this embodiment designs atress board 101 into the elastic backing plate, atress board 101 middle part is provided with the recess, and the width is 150~300mm, and the degree of depth is 2~5 mm. Shock pad 102 set up in the recess that atress board 101 middle part set up, shock pad 102 material is the TPEE shock pad, and the width is 150~300mm, and thickness is 2~5mm, if be greater than 5mm thick, corresponding cost can improve, if be less than 2mm, the shock attenuation effect is unsatisfactory. TPEE generally refers to a thermoplastic polyester elastomer, which is a linear block copolymer containing PBT (polybutylene terephthalate) polyester hard segments and aliphatic polyester or polyether soft segments, also known as polyester rubber. TPEE has excellent elasticity of rubber and easy processability of thermoplastic plastics, and has excellent shock absorption, impact resistance, bending resistance, structural strength and elastic performance. The stress plate 102 can release pressure in time, so that the stress state of the scaffold is greatly improved, and the overall safety is ensured.
This embodiment the recess width that atress board middle part set up and scaffold frame pole setting bottom size phase-match, shock pad 102 with the recess cross-sectional dimension phase-match that atress board 101 middle part set up, and will through the binder shock pad 102 bonds in the recess that atress board 101 middle part set up, the binder is the structure glue. By utilizing the excellent shock absorption, impact resistance and high elasticity of the shock absorption pad 102 and embedding the stress plate 101, the safety and stability of the construction scaffold can be greatly improved.
The embodiments are only preferred embodiments of the present invention, and the protection scope of the present invention is not limited thereby, and any insubstantial changes and substitutions made by those skilled in the art based on the present invention are within the protection scope of the present invention.
Claims (6)
1. The utility model provides a construction scaffold backing plate, its characterized in that, includes atress board, shock pad, atress board cross-sectional width is greater than scaffold frame pole setting cross-sectional width, atress board middle part is provided with the recess, the shock pad embedding the recess that atress board middle part set up, the shock pad with the recess cross-sectional dimension phase-match that atress board middle part set up.
2. The construction scaffold backing plate of claim 1, wherein the stress plate is a wood backing plate, the thickness is 50-80 mm, and the width is 200-500 mm.
3. The construction scaffold backing plate according to claim 1, wherein the width of the groove formed in the middle of the stress plate is 150-300 mm, and the depth of the groove is 2-5 mm.
4. The construction scaffold backing plate of claim 1, wherein the shock pad is a TPEE shock pad, the width is 150-300 mm, and the thickness is 2-5 mm.
5. The construction scaffold backing plate according to claim 1, wherein the shock absorbing pad is adhered to the groove formed in the middle of the stress plate by an adhesive.
6. A construction scaffold backing plate according to claim 5, wherein said adhesive is a structural adhesive.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121513829.3U CN216142381U (en) | 2021-07-05 | 2021-07-05 | Construction scaffold backing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121513829.3U CN216142381U (en) | 2021-07-05 | 2021-07-05 | Construction scaffold backing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216142381U true CN216142381U (en) | 2022-03-29 |
Family
ID=80801504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121513829.3U Expired - Fee Related CN216142381U (en) | 2021-07-05 | 2021-07-05 | Construction scaffold backing plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216142381U (en) |
-
2021
- 2021-07-05 CN CN202121513829.3U patent/CN216142381U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 338000 1501, 1601 and 1701, building 18 (complex building), Baile village, No. 718, Yuxiu East Avenue, north of the city, Yushui District, Xinyu City, Jiangxi Province Patentee after: Jiangxi Qixin Group Co.,Ltd. Address before: 12 / F-16 / F, block B, Haina Baichuan headquarters building, 6 Baoxing Road, Xin'an street, Bao'an District, Shenzhen, Guangdong 518000 Patentee before: Shenzhen Qixin Group Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220329 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |