CN203320941U - Grid type scaffold board - Google Patents
Grid type scaffold board Download PDFInfo
- Publication number
- CN203320941U CN203320941U CN2013203235279U CN201320323527U CN203320941U CN 203320941 U CN203320941 U CN 203320941U CN 2013203235279 U CN2013203235279 U CN 2013203235279U CN 201320323527 U CN201320323527 U CN 201320323527U CN 203320941 U CN203320941 U CN 203320941U
- Authority
- CN
- China
- Prior art keywords
- grid type
- steel plate
- type scaffold
- plate frame
- latticed steel
- 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 - Lifetime
Links
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
The utility model discloses a grid type scaffold board. The grid type scaffold board comprises a latticed steel plate frame and hooks with openings facing downwards, and the hooks with the openings facing downwards are arranged on the periphery of the latticed steel plate frame. According to the grid type scaffold board, the hooks with the openings facing downwards are arranged at the end portions of the four corners of the grid type scaffold board, and the grid type scaffold board can be steadily assembled onto a scaffold only by snapping the hooks on corresponding cross-bars of the scaffold, so that the operation is convenient and fast; meanwhile, the grid type scaffold board is made of iron and steel, thereby having the advantages of being high in strength, steady and durable. The grid type scaffold board is applicable to the technical field of grid type scaffold boards.
Description
Technical field
The utility model relates to a kind of building panel, particularly a kind of scaffold floor.
Background technology
When the construction worker carries out operation on scaffold, the platform of the scaffold floor laying supporting surface that conduct is stood and ornaments instrument, material need to be arranged thereon.In construction, scaffold floor commonly used has wooden scaffold floor, bamboo basketry sheet scaffold floor, bamboo string sheet scaffold floor and steel plate scaffold floor etc., wherein wooden scaffold floor, bamboo basketry sheet scaffold floor and bamboo string sheet scaffold floor assembly and disassembly are inconvenient, intensity is low and use the number of turnover few, and though steel plate scaffold floor intensity is high but comparatively heavy, installation and transportation inconvenience.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of firmly grid type scaffold floor durable, easy to use.
For solving the problems of the technologies described above adopted technical scheme: a kind of grid type scaffold floor comprises latticed steel plate frame and is located at the downward opening crotch of latticed steel plate frame surrounding.
Be further used as the improvement of technical solutions of the utility model, latticed steel plate frame is formed by some longitudinal reinforcements and the mutual transverse and longitudinal cross weld of some transverse reinforcements.
Be further used as the improvement of technical solutions of the utility model, the two ends downward bending that is positioned at the longitudinal reinforcement in the latticed steel plate frame outside forms crotch.
Be further used as the improvement of technical solutions of the utility model, the reinforcing bar of transverse reinforcement and the longitudinal reinforcement employing diameter 8 ~ 10mm that is positioned at the latticed steel plate frame outside, the longitudinal reinforcement that is positioned at latticed steel plate frame inside adopts the reinforcing bar of diameter 6 ~ 8mm.
Beneficial effect: this grid type scaffold floor arranges downward opening crotch in four jiaos of ends of latticed steel plate frame, by just can firmly being assembled on scaffold by this grid type scaffold floor by the crotch holding on the corresponding cross bar of scaffold, convenient to operation, simultaneously latticed steel plate frame is iron and steel material quality, has high, the firm advantage such as durable of intensity.
The accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described further;
The structural representation that Fig. 1 is the utility model embodiment.
The specific embodiment
With reference to Fig. 1, a kind of grid type scaffold floor of the utility model, comprise latticed steel plate frame 10 and be located at the downward opening crotch of latticed steel plate frame 10 surrounding.
This grid type scaffold floor arranges downward opening crotch in four jiaos of ends of latticed steel plate frame 10, by just can firmly being assembled on scaffold by this grid type scaffold floor by the crotch holding on the corresponding cross bar of scaffold, convenient to operation, simultaneously latticed steel plate frame 10 be the iron and steel material, has lightweight, the firm advantage such as durable.
As preferred embodiment of the present utility model, latticed steel plate frame 10 is formed by some longitudinal reinforcements 11 and the mutual transverse and longitudinal cross weld of some transverse reinforcements 12.
As preferred embodiment of the present utility model, the two ends downward bending that is positioned at the longitudinal reinforcement 11 in latticed steel plate frame 10 outsides forms crotch.
As preferred embodiment of the present utility model, the reinforcing bar of transverse reinforcement 12 and the longitudinal reinforcement 11 employing diameter 8 ~ 10mm that are positioned at latticed steel plate frame 10 outsides, the longitudinal reinforcement 11 that is positioned at latticed steel plate frame 10 inside adopts the reinforcing bar of diameter 6 ~ 8mm.
In the present embodiment, the rectangular shape of latticed steel plate frame 10, transverse reinforcement 12 and be positioned at the longitudinal reinforcement 11 in latticed steel plate frame 10 outsides as the main stress skeleton wherein, therefore adopt reinforcing bar that diameter is larger to improve the intensity of latticed steel plate frame 10, the longitudinal reinforcement 11 that simultaneously is positioned at latticed steel plate frame 10 inside adopts reinforcing bar that diameters are less to alleviate the weight of latticed steel plate frame 10, in the reliable situation of guaranteed strength, the use that reduces reinforcing bar is conducive to reduce manufacturing cost simultaneously.
It should be noted that, 90 ° of two ends downward bendings that are positioned at two longitudinal reinforcements 11 in latticed steel plate frame 10 outsides form the crotch described in the present embodiment, two longitudinal reinforcements 11 that are crotch and the outside are integrated, certainly crotch also can weld or other connected modes are fixed in the two ends of two longitudinal reinforcements 11 in the outside, but from strength and stability, consider, preferably two longitudinal reinforcements 11 in crotch and the outside are one-body molded.
The above is explained in detail embodiment of the present utility model by reference to the accompanying drawings, but the utility model is not limited to above-mentioned embodiment, in the ken possessed at described technical field those of ordinary skill, can also under the prerequisite that does not break away from the utility model aim, make various variations.
Claims (4)
1. a grid type scaffold floor, is characterized in that: comprise latticed steel plate frame (10) and be located at the downward opening crotch of described latticed steel plate frame (10) surrounding.
2. grid type scaffold floor according to claim 1 is characterized in that: described latticed steel plate frame (10) by some longitudinal reinforcements (11) and some transverse reinforcements (12) mutually the transverse and longitudinal cross weld form.
3. grid type scaffold floor according to claim 2, is characterized in that: the two ends downward bending formation crotch that is positioned at the longitudinal reinforcement (11) in described latticed steel plate frame (10) outside.
4. according to the described grid type scaffold floor of claim 2 or 3, it is characterized in that: described transverse reinforcement (12) and the longitudinal reinforcement (11) that is positioned at described latticed steel plate frame (10) outside adopt the reinforcing bar of diameter 8 ~ 10mm, are positioned at the reinforcing bar that the inner longitudinal reinforcement (11) of described latticed steel plate frame (10) adopts diameter 6 ~ 8mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203235279U CN203320941U (en) | 2013-06-05 | 2013-06-05 | Grid type scaffold board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203235279U CN203320941U (en) | 2013-06-05 | 2013-06-05 | Grid type scaffold board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320941U true CN203320941U (en) | 2013-12-04 |
Family
ID=49660305
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203235279U Expired - Lifetime CN203320941U (en) | 2013-06-05 | 2013-06-05 | Grid type scaffold board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203320941U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464359A (en) * | 2015-12-03 | 2016-04-06 | 无锡市晨源建筑器材有限公司 | Scaffold board for scaffold |
| CN108240107A (en) * | 2018-03-21 | 2018-07-03 | 西南科技大学 | A kind of steel bamboo combines scaffold board |
-
2013
- 2013-06-05 CN CN2013203235279U patent/CN203320941U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464359A (en) * | 2015-12-03 | 2016-04-06 | 无锡市晨源建筑器材有限公司 | Scaffold board for scaffold |
| CN108240107A (en) * | 2018-03-21 | 2018-07-03 | 西南科技大学 | A kind of steel bamboo combines scaffold board |
| CN108240107B (en) * | 2018-03-21 | 2023-10-10 | 西南科技大学 | Steel-bamboo combined scaffold board |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203320941U (en) | Grid type scaffold board | |
| CN205778885U (en) | A kind of shield machine reaction frame | |
| CN204899108U (en) | Node structure is hung futilely to marble | |
| CN202644973U (en) | Building template | |
| CN202878459U (en) | Template for pouring assembling wallboard with mortise | |
| CN204164607U (en) | A kind of para-seismic support of building interior electromechanical equipment | |
| CN204126232U (en) | The collapsible scaffold of a kind of building iron structure | |
| CN203213569U (en) | Scaffold pedal device for buildings | |
| CN203514788U (en) | Inverted conical column cap die | |
| CN204645633U (en) | A kind of wall form bracing means | |
| CN204571466U (en) | A kind of novel flat-top paulin | |
| CN202672714U (en) | Fixed angle steel stiffening template | |
| CN204059956U (en) | Steel wood composite keel | |
| CN204059963U (en) | For building set shaped steel formwork during stair | |
| CN205063311U (en) | A connecting piece for building scaffold | |
| CN203795851U (en) | Adjustable window opening form board device | |
| CN204357120U (en) | A kind of concrete column template | |
| CN202990116U (en) | Connecting structure of frame column and support beam of trestle or plant | |
| CN203646855U (en) | Ladder type wood bed supporting leg | |
| CN205138621U (en) | Novel electronic platform scale | |
| CN203394003U (en) | Scaffold | |
| CN202877292U (en) | Rolling round support seat | |
| CN204443372U (en) | Greenhouse frame section bar | |
| CN201866495U (en) | Display screen support | |
| CN203347206U (en) | Ceiling operation platform applied to top frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131204 |