CN214034689U - Telescopic horizontal truss for attached lifting scaffold - Google Patents
Telescopic horizontal truss for attached lifting scaffold Download PDFInfo
- Publication number
- CN214034689U CN214034689U CN202022524604.XU CN202022524604U CN214034689U CN 214034689 U CN214034689 U CN 214034689U CN 202022524604 U CN202022524604 U CN 202022524604U CN 214034689 U CN214034689 U CN 214034689U
- Authority
- CN
- China
- Prior art keywords
- horizontal
- steel pipe
- sliding sleeve
- steel
- horizontal direction
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 149
- 239000010959 steel Substances 0.000 claims abstract description 149
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 14
- 238000010276 construction Methods 0.000 claims description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 229910000746 Structural steel Inorganic materials 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 238000000034 method Methods 0.000 claims 1
- 230000009194 climbing Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a retractable horizontal truss for on inserted lift scaffold, include: the steel tube comprises a horizontal steel tube, a horizontal sliding sleeve steel tube, an end vertical connecting steel tube, a vertical reinforcing steel tube and an oblique reinforcing steel tube; when the horizontal truss needs to be stretched and lengthened, only two groups of horizontal sliding sleeve steel pipes at the extending end and end vertical connecting steel pipes connected with the sliding sleeve steel pipes need to be integrally extracted or retracted, bolt holes corresponding to bolt holes of the horizontal sliding sleeve steel pipes on the horizontal steel pipes are locked by bolts, and four bolt holes on the end vertical connecting steel pipes are used for connecting a frame body needing to be connected or an adjacent truss; the telescopic adjustable connecting function can be realized, and compared with the traditional connecting piece, the sliding sleeve has higher structural strength and is more convenient and faster to operate; the utility model has the advantages that: compare in traditional connecting piece, sliding sleeve structural strength is higher, and it is also more convenient to operate.
Description
Technical Field
The utility model relates to building construction field specifically is a retractable horizontal truss for on inserted lift scaffold frame.
Background
The climbing frame is also called a lifting frame and can be divided into several main types such as hydraulic type, electric type, manual pull type and the like according to the power source; it is a novel scaffold system developed in recent years, and is mainly applied to high-rise buildings; the protective frame body can climb up or down along the periphery of a building, the frame climbing technology is in a rapid development stage, the construction technology and level are continuously improved, but a plurality of problems exist; the attached lifting scaffold is generally provided with the horizontal trusses continuously along the outer side of the bottom of the scaffold, so that the overall stability of the scaffold body can be enhanced, and the scaffold body is effectively connected into a whole; however, under actual conditions, due to the size difference of various building types, the horizontal truss is difficult to realize continuous arrangement, when the size of the non-standard truss is met, the horizontal truss is generally connected by the connecting and lengthening piece, but the connecting and lengthening piece is inconvenient to install, the connecting effect is poor, the pulling deformation of the connecting part is easy to occur, the connecting part is a weak part of the truss, and in order to solve the problem, the climbing frame horizontal truss with the advantages of high strength, convenience in installation and good stability is required to be designed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a retractable horizontal truss for on attached lift scaffold to solve the problem that mentions in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a telescoping horizontal truss for use on an attached lifting scaffold comprising: the steel tube comprises a horizontal steel tube, a horizontal sliding sleeve steel tube, an end vertical connecting steel tube, a vertical reinforcing steel tube and an oblique reinforcing steel tube; the horizontal steel pipe is divided into an upper section and a lower section, bolt holes are continuously and uniformly distributed on the horizontal steel pipe, the vertical reinforced steel pipes are three vertical steel pipes which are respectively and vertically welded at the two ends and the middle position between the two horizontal steel pipes in the horizontal direction, the horizontal steel pipe and the vertical reinforced steel pipes form a rectangular frame structure which is a main body part forming a horizontal truss, the oblique reinforced steel pipes are obliquely welded at the end parts of the three vertical reinforced steel pipes which are not at the same side, the main function of the truss is to strengthen the stability and the integral strength of the horizontal truss, four groups of sliding sleeve steel pipes are arranged in the horizontal direction, the size of the steel pipe is slightly smaller than that of the steel pipe in the horizontal direction, so that the sliding sleeve steel pipe in the horizontal direction can be inserted into the steel pipe in the horizontal direction, sliding connection is formed between the steel pipe in the horizontal direction and the sliding sleeve steel pipe in the horizontal direction, and a group of sliding sleeve steel pipes in the horizontal direction are movably embedded in two sides of each steel pipe in the horizontal direction respectively; the gliding function in the horizontal direction of horizontal direction sliding sleeve steel pipe is realized, and is the same, also there are evenly equidistant bolt hole on the horizontal direction sliding sleeve steel pipe, and the quantity of the vertical connection steel pipe of end is two sets of, and two sets of vertical connection steel pipes of end weld respectively at the both ends of two sets of horizontal direction sliding sleeve steel pipes of homonymy, connect two sets of horizontal direction sliding sleeve steel pipes of homonymy from top to bottom, make two sets of horizontal direction sliding sleeve steel pipes of homonymy and the vertical connection steel pipe of end of its connection form the frame construction of a U-shaped.
Preferably, the length of the horizontal sliding sleeve steel pipe is two times greater than that of the horizontal steel pipe by at least one meter.
Preferably, the bolt hole interval on the horizontal sliding sleeve steel pipe is consistent with the bolt hole interval on the horizontal steel pipe.
Preferably, the lateral surface that the horizontal direction sliding sleeve steel pipe was kept away from to the vertical connection steel pipe of end has four equidistant bolt holes along vertical direction equipartition, and its main function is with adjacent truss butt joint, forms wholly.
Preferably, the horizontal steel pipe, the horizontal sliding sleeve steel pipe, the end vertical connecting steel pipe, the vertical reinforcing steel pipe and the oblique reinforcing steel pipe are all made of rectangular pipes made of carbon structural steel.
When the horizontal truss length compensation device is used, the horizontal truss length compensation device has the advantages of simple structure, high strength, convenience in installation, good stability, self-contained extension length compensation function and the like, when a horizontal truss needs extension length compensation, only two groups of horizontal sliding sleeve steel pipes at an extension end and end vertical connecting steel pipes connected with the two groups of horizontal sliding sleeve steel pipes are required to be integrally extracted or retracted, bolt holes corresponding to bolt holes of the horizontal sliding sleeve steel pipes on the horizontal steel pipes are locked by bolts, and four bolt holes on the end vertical connecting steel pipes are used for connecting a frame body needing to be connected or an adjacent truss; can realize telescopic adjustable connection function, compare in traditional connecting piece, sliding sleeve structural strength is higher, and it is also more convenient to operate.
Compared with the prior art, the beneficial effects of the utility model are that:
can realize the adjustable connection function of telescopic through the design of retractable's horizontal direction steel pipe, horizontal direction sliding sleeve steel pipe, compare in traditional connecting piece, sliding sleeve structural strength is higher, and it is also more convenient to operate.
Drawings
Fig. 1 is a schematic perspective view of a telescopic horizontal truss for an attached lifting scaffold.
Fig. 2 is a schematic plan view of a telescopic horizontal truss for an attached lifting scaffold.
In the figure: 1. a horizontal steel pipe; 2. sliding sleeve steel pipes in the horizontal direction; 3. the end head is vertically connected with a steel pipe; 4. a vertical reinforced steel pipe; 5. and (5) obliquely reinforcing the steel pipe.
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 some embodiments of the present invention, not all embodiments; based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, in an embodiment of the present invention, a retractable horizontal truss for an attached lifting scaffold includes: the steel tube comprises a horizontal steel tube 1, a horizontal sliding sleeve steel tube 2, an end vertical connecting steel tube 3, a vertical reinforcing steel tube 4 and an oblique reinforcing steel tube 5; the horizontal steel pipe 1 is divided into an upper section and a lower section, bolt holes are continuously and uniformly distributed on the horizontal steel pipe 1, the vertical reinforced steel pipes 4 are three vertical steel pipes which are respectively and vertically welded at two ends and the middle position between the two horizontal steel pipes 1 in the horizontal direction, the horizontal steel pipes 1 and the vertical reinforced steel pipes 4 form a rectangular frame structure which is a main body part forming a horizontal truss, the inclined reinforced steel pipes 5 are obliquely welded at the end positions of the non-same sides between the three vertical reinforced steel pipes 4, the main function of the steel tube truss is to strengthen the stability and the integral strength of the horizontal truss, four groups of sliding sleeve steel tubes 2 in the horizontal direction are arranged, the size of the steel pipe is slightly smaller than that of a horizontal steel pipe 1, so that a horizontal sliding sleeve steel pipe 2 can be inserted into the horizontal steel pipe 1, the horizontal steel pipe 1 and the horizontal sliding sleeve steel pipe 2 form sliding connection, and a group of horizontal sliding sleeve steel pipes 2 are movably embedded in two sides of each horizontal steel pipe 1 respectively; the realization is at the gliding function of 2 horizontal directions of horizontal direction sliding sleeve steel pipe, and is the same, also there are even equidistant bolt holes on the horizontal direction sliding sleeve steel pipe 2, the quantity of the vertical connection steel pipe of end 3 is two sets of, two sets of vertical connection steel pipes of end 3 weld respectively at the both ends of two sets of horizontal direction sliding sleeve steel pipes 2 of homonymy, connect two sets of horizontal direction sliding sleeve steel pipes 2 of homonymy from top to bottom, make two sets of horizontal direction sliding sleeve steel pipes 2 of homonymy and the vertical connection steel pipe 3 of end of its connection form the frame construction of a U-shaped.
The length of the horizontal sliding sleeve steel pipe 2 is two times greater than that of the horizontal steel pipe 1 by at least one meter.
The bolt hole interval on the horizontal sliding sleeve steel pipe 2 is consistent with the bolt hole interval on the horizontal steel pipe 1.
The outer side surface of the end vertical connecting steel pipe 3 far away from the horizontal sliding sleeve steel pipe 2 is evenly provided with four bolt holes at equal intervals along the vertical direction, and the end vertical connecting steel pipe is mainly used for being in butt joint with adjacent trusses to form a whole.
The horizontal direction steel pipe 1, the horizontal direction sliding sleeve steel pipe 2, the end vertical connecting steel pipe 3, the vertical reinforcing steel pipe 4 and the oblique reinforcing steel pipe 5 are all made of rectangular pipes made of carbon structural steel.
The utility model discloses a theory of operation is: when the horizontal truss length compensation device is used, the horizontal truss length compensation device has the advantages of simple structure, high strength, convenience in installation, good stability, self-contained extension length compensation function and the like, when a horizontal truss needs extension length compensation, only two groups of horizontal sliding sleeve steel pipes 2 at the extension end and end vertical connecting steel pipes 3 connected with the sliding sleeve steel pipes are required to be integrally extracted or retracted, bolt holes corresponding to bolt holes of the horizontal sliding sleeve steel pipes 2 on the horizontal steel pipes 1 are locked by bolts, and four bolt holes on the end vertical connecting steel pipes 3 are used for connecting a frame body needing to be connected or an adjacent truss; can realize telescopic adjustable connection function, compare in traditional connecting piece, sliding sleeve structural strength is higher, and it is also more convenient to operate.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and 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; furthermore, the terms "first", "second", etc. are used 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," "second," etc. may explicitly or implicitly include one or more of that feature.
In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof; the present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein; any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. A telescoping horizontal truss for use on an attached lifting scaffold comprising: the steel tube comprises a horizontal steel tube (1), a horizontal sliding sleeve steel tube (2), an end vertical connecting steel tube (3), a vertical reinforcing steel tube (4) and an oblique reinforcing steel tube (5); the method is characterized in that: the horizontal steel pipe (1) is divided into an upper section and a lower section, bolt holes are continuously and uniformly distributed on the horizontal steel pipe (1), the vertical reinforced steel pipes (4) are three vertical steel pipes which are respectively and vertically welded at the two ends and the middle position between the two horizontal steel pipes (1) in the horizontal direction, the horizontal steel pipes (1) and the vertical reinforced steel pipes (4) form a rectangular frame structure, the oblique reinforced steel pipes (5) are obliquely welded at the end positions of the non-same sides between the three vertical reinforced steel pipes (4), four groups of horizontal sliding sleeve steel pipes (2) are arranged, the size of the steel pipe is slightly smaller than that of the steel pipe (1) in the horizontal direction, so that the sliding sleeve steel pipe (2) in the horizontal direction can be inserted into the steel pipe (1) in the horizontal direction, the sliding connection is formed between the steel pipe (1) in the horizontal direction and the sliding sleeve steel pipe (2) in the horizontal direction, and a group of sliding sleeve steel pipes (2) in the horizontal direction are movably embedded in two sides of each steel pipe (1) in the horizontal direction respectively; realize at the gliding function of horizontal direction sliding sleeve steel pipe (2) horizontal direction, it is same, also there are evenly equidistant bolt hole on horizontal direction sliding sleeve steel pipe (2), the quantity of the vertical connection steel pipe in end (3) is two sets of, two sets of vertical connection steel pipe in end (3) weld respectively at the both ends of two sets of horizontal direction sliding sleeve steel pipe (2) of homonymy, connect two sets of horizontal direction sliding sleeve steel pipe (2) of homonymy from top to bottom, make two sets of horizontal direction sliding sleeve steel pipe (2) of homonymy and the vertical connection steel pipe in end (3) of its connection form the frame construction of a U-shaped.
2. The telescoping horizontal truss for an attached lifting scaffold of claim 1 wherein: the length of the horizontal sliding sleeve steel pipe (2) is two times greater than that of the horizontal steel pipe (1) by at least one meter.
3. The telescoping horizontal truss for an attached lifting scaffold of claim 1 wherein: the bolt hole interval on the horizontal sliding sleeve steel pipe (2) is consistent with the bolt hole interval on the horizontal steel pipe (1).
4. The telescoping horizontal truss for an attached lifting scaffold of claim 1 wherein: the outer side surface of the end vertical connecting steel pipe (3) far away from the horizontal sliding sleeve steel pipe (2) is evenly provided with four bolt holes at equal intervals along the vertical direction.
5. The telescoping horizontal truss for an attached lifting scaffold of claim 1 wherein: the steel pipe is characterized in that the horizontal steel pipe (1), the horizontal sliding sleeve steel pipe (2), the end vertical connecting steel pipe (3), the vertical reinforcing steel pipe (4) and the slant reinforcing steel pipe (5) are all made of rectangular pipes made of carbon structural steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022524604.XU CN214034689U (en) | 2020-11-04 | 2020-11-04 | Telescopic horizontal truss for attached lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022524604.XU CN214034689U (en) | 2020-11-04 | 2020-11-04 | Telescopic horizontal truss for attached lifting scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214034689U true CN214034689U (en) | 2021-08-24 |
Family
ID=77357142
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022524604.XU Expired - Fee Related CN214034689U (en) | 2020-11-04 | 2020-11-04 | Telescopic horizontal truss for attached lifting scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214034689U (en) |
-
2020
- 2020-11-04 CN CN202022524604.XU patent/CN214034689U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105805112B (en) | A kind of universal joint assembly for the connection of rod piece space structure | |
| CN215682216U (en) | Photovoltaic panel aluminum frame profile with quick connecting piece | |
| CN214034689U (en) | Telescopic horizontal truss for attached lifting scaffold | |
| CN213174153U (en) | Improved beam-column connecting structure for steel structure building | |
| CN104294921A (en) | Connecting joint of concrete column and steel beam | |
| CN211037782U (en) | Triangular support frame | |
| CN210164212U (en) | Crossbeam additional strengthening is climbed to aluminium wedge for frame | |
| CN212295591U (en) | All-steel scaffold board | |
| CN214531118U (en) | Steel construction side's tubular column convenient to installation | |
| CN214302806U (en) | Horizontal truss internal and external corner connecting piece | |
| CN211037548U (en) | Truss structure for roof | |
| CN210459181U (en) | New and old ground is wall T joint design node even | |
| CN213742226U (en) | Climb supplementary bearing structure of frame and climb frame | |
| CN201714048U (en) | Chrysanthemum clip connection type scaffold | |
| CN216664472U (en) | Large-span steel cap beam node conversion device | |
| CN104314183A (en) | Building frame structure | |
| CN214329313U (en) | Building steel structure telescopic connecting piece | |
| CN214192350U (en) | Tower crane frame structure | |
| CN215760621U (en) | Hang and irritate roof beam with hanging basket end and face limit protector convenient to adjust | |
| CN211115743U (en) | Adjustable tool type ladder stand | |
| CN217232694U (en) | Climb frame and assemble structure | |
| CN217634539U (en) | Hanging device for erecting air duct | |
| CN216866910U (en) | High-altitude mounting platform for wind power jacket and wind power jacket | |
| CN218264868U (en) | Novel horizontal truss external corner connecting piece | |
| CN213174790U (en) | Beam-bottom combined square steel tube lengthening device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210824 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |