CN110259084A - A kind of construction site scaffold - Google Patents
A kind of construction site scaffold Download PDFInfo
- Publication number
- CN110259084A CN110259084A CN201910601178.4A CN201910601178A CN110259084A CN 110259084 A CN110259084 A CN 110259084A CN 201910601178 A CN201910601178 A CN 201910601178A CN 110259084 A CN110259084 A CN 110259084A
- Authority
- CN
- China
- Prior art keywords
- truss
- main body
- column
- column main
- construction site
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
- E04G1/20—Scaffolds comprising upright members and provision for supporting cross-members or platforms at different positions therealong
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/02—Scaffold feet, e.g. with arrangements for adjustment
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/06—Consoles; Brackets
- E04G5/061—Consoles; Brackets specially adapted for attachment to scaffolds
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to technical field of building construction, specifically a kind of construction site scaffold, including column and truss, the column includes column main body, base mechanism is arranged in the column lower body, multiple slot mechanisms have been placed equidistant with along its outer surface in the column body outer surface, the truss includes truss cross bar, truss brace, vertical bar of truss and buckle, the truss cross bar, truss brace and vertical bar of truss combine the main body to form truss, buckle is symmetrically arranged in the truss cross bar both side ends, the truss is snapped connection by buckle and the slot mechanism.The present invention has easy for assemble or unload, and stability is strong, time saving and energy saving, and cost is set up in saving, and safety coefficient is high.
Description
Technical field
The present invention relates to technical field of building construction, specifically a kind of construction site scaffold.
Background technique
It is well known that scaffold is construction and stage is built, cast-in-situ bridge is constructed indispensable tool, scaffold
Refer to construction site be worker operation and solving vertically and horizontally transport and the various brackets set up.The generic term of architecture field refers to
Exterior wall, interior decoration, cast-in-situ bridge construction or the higher place that can not directly construct of floor are used on construction site.As long as in order to
Construction personnel works up and down or the maintenance of perimeter security net and high-altitude installation component, cast-in-situ bridge bracket etc..Some engineerings also use foot
Hand cradle is used when template, and furthermore the departments such as our advertising, municipal administration, traffic road bridge, mine are also widely used.
Currently, building for existing building construction scaffold is mainly linked together cross bar and upright bar using fastener,
Middle cross bar and upright bar are hollow shape cylinders, and structure function is single, when setting up, it is also necessary to which the Ground Treatment of large area is generally wanted
It with concrete on one layer of ground lower berth basis, needs basis to remove after having constructed and restores to the original state, it is long to cause the construction time, and cost increases
The disadvantages of adding, and need to buckle cross bar and upright bar using a large amount of fasteners so that peace tear open it is time-consuming and laborious.
Summary of the invention
Place in view of the deficiency of the prior art, the present invention is intended to provide a kind of convenient to assemble and disassemble, time saving and energy saving, structure
Scaffold vdiverse in function.
In order to solve the above technical problems, a kind of construction site scaffold of the invention, including column and truss, it is described vertical
Column includes column main body, base mechanism is arranged in the column lower body, in the column body outer surface along its appearance
Face has been placed equidistant with multiple slot mechanisms, and the truss includes truss cross bar, truss brace, vertical bar of truss and buckle, the purlin
Frame cross bar, truss brace and vertical bar of truss combine the main body to form truss, are symmetrical arranged in the truss cross bar both side ends
There is buckle, the truss is snapped connection by buckle and the slot mechanism.
The slot mechanism is four card slot being placed equidistant with compositions, and the card slot includes two symmetrically arranged steel plate A
It is fixedly connected with one end of steel plate B, two steel plate A with column main body, the other end is fixedly connected with steel plate B, described in two
Steel plate A, steel plate B and column body combination form card slot.
The base mechanism includes pedestal and the fixing groove for being fixed on column main body on pedestal, the pedestal lower end
It is provided with the mounting base for fixing pedestal on the ground by screw rod, fixation hole is provided in the mounting base, screw rod is worn
It crosses fixation hole and base mechanism is fixed on bottom surface.
It is provided with internal screw thread on the inside of the fixing groove, column lower body lateral surface is provided with to match with the internal screw thread
External screw thread.
Column main body is hollow structure.
The quantity at least four of the fixation hole, and be placed equidistant in mounting base.
Compared with prior art, the invention has the benefit that
The present invention on column by being arranged multiple slot mechanisms, and the height of the distance between each slot mechanism and truss
Match, is snapped connection by the card slot on the buckle and column on truss, so that it is convenient to assemble and disassemble, it no longer needs to come using fastener
Truss and upright bar are fixed, and buckle and card slot are the wide trapezium structure in the narrow upper end in lower end, so that buckle fastening, is not easy pine
It is dynamic, it is additionally provided with base mechanism, enables column is stable to be installed on ground, prevents from being also easy to produce and shaking because of setting up excessively high
The phenomenon that rolling, occurs, and column main body downside and the fixing groove of pedestal upper end are connected through a screw thread, and improves column and is placed in pedestal
On stability.
Detailed description of the invention
Fig. 1 is mounting structure schematic diagram of the invention；
Fig. 2 is truss structure schematic diagram of the invention；
Fig. 3 is the column agent structure schematic diagram of invention；
Fig. 4 is the top view of Fig. 3；
Fig. 5 is base mechanism structural schematic diagram of the invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description.
Fig. 1-5, a kind of construction site scaffold of the invention, including column 1 and truss 2 are please referred to, the column 1 wraps
Column main body 11 is included, base mechanism 3 is arranged in 11 lower end of column main body, is equidistantly set in 11 outer surface of column main body
Multiple slot mechanisms 4 are equipped with, the truss 2 includes truss cross bar 21, truss brace 22, vertical bar of truss 23 and buckle 24, described
Truss cross bar 21, truss brace 22 and vertical bar of truss 23 combine the main body for forming truss, in 21 both side ends of truss cross bar
It is symmetrically arranged with buckle 24, the truss 2 is snapped connection by the buckle 24 with the slot mechanism 4.
The present invention reuses boom hoisting and hangs column main body 11 by the way that base mechanism 3 to be fixed on ground by screw rod
It rises, 11 lower end of column main body is connect with the fixing groove 32 on base mechanism 3, multiple columns are mounted equidistant being separated by one section
1, then truss 2 is sling and is attached it in slot mechanism 4 by buckle 24, the installation of scaffold of the present invention can be realized,
When disassembly is desired, also need to only boom hoisting be used first to extract truss 2, then slings column main body 11, finally removed and ground
Disassembly can be completed in the fixed base mechanism 3 in face.
The slot mechanism 4 is that four card slots 41 being placed equidistant with form, and the card slot 41 includes two symmetrically arranged
Steel plate A411 and steel plate B412, one end of two steel plate A411 are fixedly connected with column main body 11, the other end and steel plate
B412 is fixedly connected, and two the steel plate A411, steel plate B412 and the combination of column main body 11 form card slot 5, and realizing can buckle
Function, wherein card slot 5 in upper end opening it is big, the small trapezium structure of lower ending opening is trapezoidal convenient for buckle 24 to be snapped in wherein
Structure improves stability when buckle.
The base mechanism 3 includes pedestal 31 and the fixing groove 32 for being fixed on column main body 11 on pedestal 31, is led to
The setting of fixing groove 32 is crossed, column main body 11 is placed in fixing groove 32 by realization, and 31 lower end of pedestal is provided with for leading to
The mounting base 33 that screw rod fixes pedestal 31 on the ground is crossed, plays the role of firm center, being arranged in the mounting base 33
There is fixation hole 34, play the role of fixed mounting 33, screw rod passes through fixation hole 34 and base mechanism 3 is fixed on bottom surface.
Internal screw thread 321 is provided on the inside of the fixing groove 32,11 lower end outside face of column main body is provided with and the interior spiral shell
The external screw thread 111 that line 321 matches is improved column main body 11 and is fixed on by the matching of internal screw thread 321 and external screw thread 111
Determine in slot 32, prevent from setting up column main body 11 it is excessively high when, the phenomenon that generation shambles.
The column main body 11 is hollow structure, reduces quality, is readily transported, while reducing cost.
The quantity at least four of the fixation hole 34, and be placed equidistant in mounting base 33, improve mounting base 33 and ground
Stability when face is fixedly connected.
Obviously, described embodiment is only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts all other
Embodiment shall fall within the protection scope of the present invention.
Claims (6)
1. a kind of construction site scaffold, it is characterised in that: including column (1) and truss (2), the column (1) includes vertical
Column main body (11) is arranged with base mechanism (3) in column main body (11) lower end, in described column main body (11) outer surface etc.
Away from being provided with multiple slot mechanisms (4), the truss (2) includes truss cross bar (21), truss brace (22), vertical bar of truss (23)
With buckle (24), the truss cross bar (21), truss brace (22) and vertical bar of truss (23) combination form the main body of truss, in institute
Truss cross bar (21) both side ends are stated to be symmetrically arranged with buckle (24), the truss (2) by the buckle (24) with it is described
Slot mechanism (4) snaps connection.
2. construction site scaffold according to claim 1, it is characterised in that: the slot mechanism (4) is four etc.
Away from setting card slot (41) composition, the card slot (41) include two symmetrically arranged steel plate A (411) and steel plate B (412), two
One end of a steel plate A (411) is fixedly connected with column main body (11), and the other end is fixedly connected with steel plate B (412), and two
The steel plate A (411), steel plate B (412) and column main body (11) combination form card slot (5).
3. construction site scaffold according to claim 1, it is characterised in that: the base mechanism (3) includes pedestal
(31) and for column main body (11) to be fixed on the fixing groove (32) on pedestal (31), pedestal (31) the lower end setting is useful
In being provided with fixation hole in the mounting base (33) fixed pedestal (31) on the ground by screw rod, the mounting base (33)
(34), base mechanism (3) is fixed on bottom surface across fixation hole (34) by screw rod.
4. construction site scaffold according to claim 3, it is characterised in that: be provided on the inside of the fixing groove (32)
Internal screw thread (321), column main body (11) lower end outside face are provided with the external screw thread (111) to match with the internal screw thread (321).
5. according to the described in any item construction site scaffolds of the claims, it is characterised in that: the column main body
It (11) is hollow structure.
6. construction site scaffold according to claim 3, it is characterised in that: the quantity of the fixation hole (34) is at least
Four, and be placed equidistant on mounting base (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910601178.4A CN110259084A (en) | 2019-07-05 | 2019-07-05 | A kind of construction site scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910601178.4A CN110259084A (en) | 2019-07-05 | 2019-07-05 | A kind of construction site scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110259084A true CN110259084A (en) | 2019-09-20 |
Family
ID=67924538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910601178.4A Pending CN110259084A (en) | 2019-07-05 | 2019-07-05 | A kind of construction site scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110259084A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111206509A (en) * | 2020-03-04 | 2020-05-29 | 重庆铁固工程科技有限公司 | Assembled bridge slope-adjusting support system |
| CN112324157A (en) * | 2020-10-27 | 2021-02-05 | 长江精工钢结构(集团)股份有限公司 | Installation method of electric power synchronous lifting net rack |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2447463Y (en) * | 2000-09-30 | 2001-09-12 | 梁炎棠 | Fastening scaffold |
| CN101597955A (en) * | 2009-04-30 | 2009-12-09 | 台山市东扩钢构有限公司 | Safety scaffold |
| CN201687188U (en) * | 2010-04-12 | 2010-12-29 | 李玉涛 | Building scaffold |
| CN207513144U (en) * | 2017-06-30 | 2018-06-19 | 中国一冶集团有限公司 | A kind of steel fixes scaffold base device |
-
2019
- 2019-07-05 CN CN201910601178.4A patent/CN110259084A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2447463Y (en) * | 2000-09-30 | 2001-09-12 | 梁炎棠 | Fastening scaffold |
| CN101597955A (en) * | 2009-04-30 | 2009-12-09 | 台山市东扩钢构有限公司 | Safety scaffold |
| CN201687188U (en) * | 2010-04-12 | 2010-12-29 | 李玉涛 | Building scaffold |
| CN207513144U (en) * | 2017-06-30 | 2018-06-19 | 中国一冶集团有限公司 | A kind of steel fixes scaffold base device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111206509A (en) * | 2020-03-04 | 2020-05-29 | 重庆铁固工程科技有限公司 | Assembled bridge slope-adjusting support system |
| CN112324157A (en) * | 2020-10-27 | 2021-02-05 | 长江精工钢结构(集团)股份有限公司 | Installation method of electric power synchronous lifting net rack |
| CN112324157B (en) * | 2020-10-27 | 2021-12-14 | 长江精工钢结构(集团)股份有限公司 | Installation method of electric power synchronous lifting net rack |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190920 |
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| WD01 | Invention patent application deemed withdrawn after publication |