CN208865133U - Steel column construction climbers - Google Patents
Steel column construction climbers Download PDFInfo
- Publication number
- CN208865133U CN208865133U CN201821194176.5U CN201821194176U CN208865133U CN 208865133 U CN208865133 U CN 208865133U CN 201821194176 U CN201821194176 U CN 201821194176U CN 208865133 U CN208865133 U CN 208865133U
- Authority
- CN
- China
- Prior art keywords
- steel column
- construction
- climbers
- connection
- buckle
- 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
Abstract
The utility model provides a kind of steel column construction climbers, steel column construction climbers are connect with steel column, steel column construction climbers include buckle, the buckle is long straight panel shape, front end side is provided with connection notch on buckle, the opening size of notch matches with steel column, buckle surface forms strip hole, the two sides of the strip hole are provided with multiple connecting holes, connection frenulum is provided between the connecting hole, wherein, when steel column construction climbers are connect with steel column, the flange plate connection of the notch and steel column.The utility model can gather materials on the spot at the construction field (site),, can be more firm with the connection of steel column with simplified structure, and convenient transportation, it can recycle and recycle, meanwhile eliminating welding steel ladder, the process removed again to steel ladder after construction under the prior art, construction cost can be effectively reduced, shorten construction period, and can further ensure the safety of construction personnel, reduces security risk.
Description
Technical field
The utility model relates to technical field of building construction, specifically, being related to a kind of steel column construction climbers.
Background technique
Plastic-steel ladder outsourcing high-strength engineering plastic embeds high quality round bar or screw-thread steel.It is good with skid resistance, impact resistance etc.
Feature, while also there is the characteristics of water-fast, oil resistant, acid-alkali-corrosive-resisting, chemicals-resistant.It can make for a long time in-15-100 DEG C of environment
With.It is the ideal substitute of traditional ladder.
In existing Construction of Steel Structure, in order to climb steel column, a kind of steel ladder is devised, this steel ladder usually exists
Installation is welded with steel column after largely selecting interim steel to prepare and is fixed in construction site, on the one hand, the preparation and installation of steel ladder
It needs to expend a large amount of cost of labor and Material Cost, and the ladder welding procedure period is long, occupies a large amount of integral construction times;Separately
On the one hand, it needs to remove the steel ladder on steel column after the completion of construction, needs first to carry out gas cutting to ladder, gas cutting is removed
Need afterwards to being cut off, being polished at component temporary weld again after, then repair process is carried out to component surface, it is clear that existing skill
This in such a way that installation steel ladder realizes steel column construction in art, construction cost is high, construction period is a greater impact
While, construction safety is also difficult to be protected.
In addition, it is necessary to propose, the above-mentioned this carry out type in such a way that steel ladder is installed in welding in the prior art
The mode of steel column construction, steel ladder heavier-weight and volume is larger, install it is relatively complicated, also, for these reasons but also
This steel ladder in the prior art is difficult to recycle after recycling, and also results in the waste of cost and resource.
In view of this, should be improved to the prior art, to solve the above-mentioned technical problems in the prior art.
Utility model content
In order to solve the above-mentioned technical problem the utility model is made, can be existing in construction the purpose is to provide one kind
Field is gathered materials on the spot, and has simplified structure, can be more firm with the connection of steel column, and convenient transportation, can be recycled repeatedly
The steel column construction climbers utilized.
To achieve the goals above, the utility model provides a kind of steel column construction climbers, steel column construction climbers
It is connect with steel column, the steel column construction climbers include buckle, which is long straight panel shape, and front end side is set on the buckle
It is equipped with connection notch, the opening size of the connection notch matches with steel column, and the buckle surface forms strip hole, described
The two sides of strip hole are provided with multiple connecting holes, and connection frenulum is provided between the connecting hole, wherein when the steel column is applied
When work climbers are connect with steel column, the flange plate of the connection notch and steel column is connected.
Preferably, the opening size of the notch can be greater than steel column flange plate size, the connection notch and
Can be there are gap between the flange plate of steel column, the length in the gap can be in the range of 2 millimeters to 4 millimeters.
Preferably, rubber slab has can be set in the edge of the connection notch, and the rubber slab can be zigzag.
Preferably, the connection bore dia can be 4 millimeters, and the connection frenulum can be nylon rope.
It is found that steel column described in the utility model is constructed, climbers, setting are symmetrical arranged with practice as described above
Long and straight type buckle, the notch of steel column flange plate connection is set on the side of buckle front end, the size of notch is greater than steel column
The size of flange plate, and the gap within the scope of 2 millimeters to 4 millimeters is left between flange plate, also, in the marginal position of notch
Jagged flexible rubber plate is set, in this way, can make notch and fashioned iron when steel column construction climbers are connect with steel column
When column flange plate stable connection, increase the frictional resistance of buckle notch and steel column flange plate.Strip is arranged in buckle surface
Hole can be effectively reduced buckle own wt, mitigate the operation pressure of construction personnel, and the two sides setting multiple groups of strip hole are symmetrical
The connecting hole of setting, and connection frenulum is worn between connecting hole, it can be carried out with the step of construction personnel by connecting frenulum
It ties up and sets fixation.In conclusion steel column construction climbers described in the utility model can gather materials on the spot at the construction field (site), there is letter
The structure of change, can be more firm with the connection of steel column, and convenient transportation, can recycle and recycle, meanwhile, it eliminates existing
There are welding steel ladder, the process removed again to steel ladder after construction under technology that can be effectively reduced construction cost, contracts
Short construction period, and can further ensure the safety of construction personnel, reduce security risk.
Detailed description of the invention
Fig. 1 is schematic diagram, shows the structure of the construction climbers of steel column described in one embodiment of the utility model;
Fig. 2 is state diagram, shows state when steel column climbers shown in FIG. 1 are connect with steel column.
Specific embodiment
The embodiments of steel column described in the utility model construction climbers described below with reference to the accompanying drawings.This field it is general
Logical technical staff will recognize, can be with a variety of different without departing from the spirit and scope of the utility model
Mode is modified described embodiment.Therefore, attached drawing and description are regarded as illustrative in nature, rather than for limiting
Scope of protection of the claims.In addition, in the present specification, attached drawing is drawn not in scale, and identical appended drawing reference indicates
Identical part.
Fig. 1 is schematic diagram, shows the structure of the construction climbers of steel column described in one embodiment of the utility model.
Fig. 2 is state diagram, shows state when steel column climbers shown in FIG. 1 are connect with steel column.As depicted in figs. 1 and 2, this reality
It include buckle 1 with the novel steel column construction climbers as described in the examples, buckle is in long straight panel shape, front end one on buckle 1
Side is formed with connection notch 2, and the opening size of connection notch 2 is greater than the size of the flange plate of steel column, connects notch 2 and fashioned iron
There are gaps between the flange plate of column, in the embodiments of the present invention, range of the length in gap at 2 millimeters to 4 millimeters
Interior, the embodiments of the present invention are without being limited thereto.
When buckle 1 is connect with the flange plate of steel column, in the insertion connection notch 2 of flange plate 0.In the implementation of the utility model
In example, waste and old steel plate can be chosen in construction site, according to construction site steel column according to construction concrete condition and requirement on the spot
Size carry out buckle 1 preparation, and in opened up on buckle 1 connection notch 2.The edge setting for connecting notch 2 is jagged soft
Property rubber slab 3, in this way, when steel column construction climbers connect with steel column when, notch can be made to connect with steel column flange plate
When firm, increase the frictional resistance of buckle notch and steel column flange plate.
Strip hole 4 is formed at 1 centre of surface position of buckle, strip hole 4 can be effectively reduced 1 sole mass of buckle, long
The two sides in hole 4 are formed with multiple symmetrically arranged connecting holes 5, and connection frenulum 6 is equipped between connecting hole 5, practical new at this
In the embodiment of type, connection frenulum 6 is nylon rope, and 5 diameter of connecting hole is 4 millimeters.
It is found that steel column described in the utility model is constructed, climbers, setting are symmetrical arranged with practice as described above
Long and straight type buckle, the notch of steel column flange plate connection is set on the side of buckle front end, the size of notch is greater than steel column
The size of flange plate, and the gap within the scope of 2 millimeters to 4 millimeters is left between flange plate, also, in the marginal position of notch
Jagged flexible rubber plate is set, in this way, can make notch and fashioned iron when steel column construction climbers are connect with steel column
When column flange plate stable connection, increase the frictional resistance of buckle notch and steel column flange plate.Strip is arranged in buckle surface
Hole can be effectively reduced buckle own wt, mitigate the operation pressure of construction personnel, and the two sides setting multiple groups of strip hole are symmetrical
The connecting hole of setting, and connection frenulum is worn between connecting hole, it can be carried out with the step of construction personnel by connecting frenulum
It ties up and sets fixation.In conclusion steel column construction climbers described in the utility model can gather materials on the spot at the construction field (site), there is letter
The structure of change, can be more firm with the connection of steel column, and convenient transportation, can recycle and recycle, meanwhile, it eliminates existing
There are welding steel ladder, the process removed again to steel ladder after construction under technology that can be effectively reduced construction cost, contracts
Short construction period, and can further ensure the safety of construction personnel, reduce security risk.
It is described in an illustrative manner above with reference to attached drawing according to steel column described in the utility model construction climbers.But
It is the climbers it will be appreciated by those skilled in the art that the steel column proposed for above-mentioned the utility model is constructed, it can also be not
Various improvement are made on the basis of disengaging the content of the present invention.Therefore, the protection scope of the utility model should be by appended
The content of claims determines.
Claims (4)
- The climbers 1. a kind of steel column is constructed, steel column construction climbers are connect with steel column, which is characterized in that the steel column is applied Work climbers include buckle, which is long straight panel shape, and front end side is provided with connection notch, the connection notch on the buckle Opening size match with steel column, the buckle surface forms strip hole, and the two sides of the strip hole are provided with multiple companies Hole is connect, connection frenulum is provided between the connecting hole, whereinWhen steel column construction climbers are connect with steel column, the flange plate of the connection notch and steel column is connected.
- The climbers 2. steel column as described in claim 1 is constructed, which is characterized in that the opening size of the connection notch is greater than type The size of the flange plate of steel column, there are gaps between connection notch and the flange plate of steel column, and the length in the gap is 2 Millimeter is in the range of 4 millimeters.
- The climbers 3. steel column as claimed in claim 2 is constructed, which is characterized in that the edge of the notch is provided with rubber slab, The rubber slab is zigzag.
- The climbers 4. steel column as described in claim 1 is constructed, which is characterized in that the connection bore dia is 4 millimeters, the company Connecing frenulum is nylon rope.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821194176.5U CN208865133U (en) | 2018-07-26 | 2018-07-26 | Steel column construction climbers |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821194176.5U CN208865133U (en) | 2018-07-26 | 2018-07-26 | Steel column construction climbers |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208865133U true CN208865133U (en) | 2019-05-17 |
Family
ID=66463584
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821194176.5U Active CN208865133U (en) | 2018-07-26 | 2018-07-26 | Steel column construction climbers |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208865133U (en) |
-
2018
- 2018-07-26 CN CN201821194176.5U patent/CN208865133U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104878850B (en) | Midspan cut-off type replaceable steel coupling beam | |
CN105628373A (en) | Welded steel structure fatigue damage calculating method | |
JP6343214B2 (en) | Steel slab reinforcement structure | |
KR101323022B1 (en) | Method of road repairing by using urethane sealant for repairing broken concrete near expansion joint | |
CN208865133U (en) | Steel column construction climbers | |
CN106055801B (en) | A kind of determination method of Brace in Deep Footing Groove beam demolition blasting sequence | |
US20140131644A1 (en) | Multipurpose prying tool | |
Sennah et al. | Vehicle crash testing on a GFRP-reinforced PL-3 concrete bridge barrier | |
US9587357B1 (en) | Cap for restored asphalt core and methods of protecting asphalt core hole | |
CN105040851A (en) | Extensible arm truss system replaceable after earthquake | |
CN104325561B (en) | A kind of diamond rope saw | |
CN202989721U (en) | Cement pavement structure | |
CN110219254A (en) | A kind of boring method for steel bridge deck top plate and the bead crack reparation of U rib | |
CN106320540A (en) | Novel barb-shaped water-stop belt | |
CN206359905U (en) | A kind of road and bridge crack ruggedized construction | |
DE202017104411U1 (en) | E-lance for firefighting electrically charged objects | |
US10392762B2 (en) | Snow-clearing strip for the snow-clearing blade of a snowplow | |
CN205476573U (en) | Civil engineering uses interim guardrail | |
KR101864547B1 (en) | Construction Method and Device of High Durable and Quick Harden Cold Crack Sealant | |
Motlhabane | Review of Roof Skin Instability Challenges with Emphasis on South African Coal Mines | |
CN204936908U (en) | The side plate in a kind of quarry tipper and compartment thereof | |
CN103741565B (en) | The renovation technique of waste alloy steel frog | |
CN204690570U (en) | Road repair paster structure | |
CN205443835U (en) | Pin -connected panel steel sheet road surface of mating formation | |
CN105908779B (en) | Tunnel immersed tube joint Horizontal concrete shear key preparation method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |