CN217461997U - Special ladder of hanging of steel construction envelope installation - Google Patents
Special ladder of hanging of steel construction envelope installation Download PDFInfo
- Publication number
- CN217461997U CN217461997U CN202220287946.0U CN202220287946U CN217461997U CN 217461997 U CN217461997 U CN 217461997U CN 202220287946 U CN202220287946 U CN 202220287946U CN 217461997 U CN217461997 U CN 217461997U
- Authority
- CN
- China
- Prior art keywords
- section
- truss
- standard
- connecting piece
- joint
- 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
Images
Abstract
The utility model provides a special ladder of hanging of steel construction envelope installation, including basic festival, standard festival, top rib festival, basic festival comprises three sub-components of collet, basic festival quilting frame, basic festival connecting piece, and the standard festival comprises two sub-components of standard festival quilting frame, standard festival connecting piece, and the top rib festival comprises top rib festival quilting frame, top rib festival connecting piece, the three sub-component of couple. An object of the utility model is to provide a ladder is hung in special use of steel construction envelope installation, this device has solved the risk that causes the running truss slope because of on-the-spot ground unevenness, has ensured to hang the whole straightness that hangs down of ladder, has avoided causing the unable installation of couple because of the elevation error, has increased the practicality of hanging the ladder, and all components can all concentrate processing in mill or job site simultaneously, and can have enough to meet the need the utilization, and material saving has reached the purpose of green construction.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to ladder is hung in special use of steel construction envelope installation.
Background
In the construction process of the traditional hanging ladder, the traditional hanging ladder needs to be processed and manufactured according to the actual height of a single body on site, the processing and manufacturing can not realize standardization, and the construction safety is difficult to ensure; the uneven ground easily causes uneven bottom of the truss, thereby causing the risk of inclination and even collapse of the truss; and different monomer building height is inconsistent, and in the work progress, hang the unable used repeatedly of ladder, easily cause artifical and material waste, is difficult to satisfy green construction requirement.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a hanging ladder special for installing a steel structure enclosure structure, which provides an assembled standard component for research, thereby avoiding the risk of tilting of a truss caused by uneven ground on site; the height of the hook can be adjusted according to the actual elevation of the purline on the top of the single body through the adjusting sleeve, and the problem that the hook cannot be installed due to elevation errors is avoided; the assembly form of the quilting frame can be adjusted according to the actual height of the single body through the standard joints; the installation operation is more rapid and simple, and the potential safety hazard of the operation of constructors is avoided while the construction efficiency is improved. Meanwhile, all components can be processed in a factory or a construction site in a centralized manner, and can be recycled, so that materials are saved, and the purpose of green construction is achieved.
The utility model discloses technical scheme as follows:
a hanging ladder special for installing a steel structure enclosure structure comprises a foundation section, a standard section and a top reinforcing section; the foundation section consists of three sub-components, namely a bottom support, a foundation section quilting frame and a foundation section connecting piece; the bottom support consists of a bottom plate, a height adjusting rod and a height adjusting handle, wherein the bottom plate is made of a thick steel plate, the height adjusting rod is made of round steel outer mantle fiber, and the height adjusting handle is made of round tube inner mantle fiber; the foundation section truss frame is composed of a foundation section truss upright post, a foundation section truss cross rod and an inclined pull rod, and the foundation section truss upright post, the foundation section truss cross rod and the inclined pull rod are made of circular steel tubes; the foundation section connecting piece is formed by welding a connecting sleeve made of round steel pipes and a foundation section truss upright rod, and the sleeves are connected by bolts to realize the assembly between the trusses; the base support is connected with the foundation section quilting frame, the height adjusting rod is adjusted by the height adjusting handle to extend deep into the foundation section quilting frame through the internal mantle fiber, so that the flatness of the hanging ladder foundation is adjusted, and the height adjusting handle is turned upwards and tightened to serve as a slippage resisting component; the standard section consists of two sub-components, namely a standard section truss and a standard section connecting piece; the standard joint truss frame consists of standard joint truss upright posts and standard joint truss cross rods, and round steel is adopted for the standard joint truss upright posts and the standard joint truss cross rods; the standard joint connecting piece is manufactured by welding a connecting sleeve made of round steel pipes and a standard joint quilting frame upright rod, and the sleeves are connected by bolts to realize the assembly between the quilting frames; the basic section and the standard section are connected in a matching way through the basic section connecting piece and the standard section connecting piece; the top reinforcing section consists of three sub-components, namely a top reinforcing section quilting frame, a top reinforcing section connecting piece and a hook; the top reinforcing section truss frame consists of a top reinforcing section truss upright rod and a top reinforcing section truss cross rod; the top reinforcing section connecting piece is formed by welding a connecting sleeve made of a round steel pipe and a top reinforcing section truss upright rod, and the sleeves are connected by bolts to realize the assembly between the trusses; the top reinforcing joint and the standard joint are connected in a matching way through a top reinforcing joint connecting piece and a standard joint connecting piece; the hook is made of round steel and is connected with the top reinforcing section truss upright rod.
Further, in order to facilitate checking of the perpendicularity of the hanging ladder, finished round leveling air bubbles are installed on the foundation section truss upright rods.
Furthermore, the bottom plate is made of a 200 × 10mm thick steel plate, the height adjusting rod is made of ᴓ 32mm round steel outer mantle fiber, and the height adjusting handle is made of ᴓ 40 × 4mm round tube inner mantle fiber.
Furthermore, for the convenience of installation among basic section, standard section, the top extension festival, ᴓ 25 × 4mm circular steel tube is all adopted to basic section connecting piece, standard section connecting piece, top reinforcement festival connecting piece.
The utility model has the advantages that:
through the technical means, the utility model has the advantages that the base stress area of the hanging ladder foundation is increased, and the height of the four main vertical rods of the quilting frame can be respectively adjusted through the base, so that the risk of inclination of the quilting frame caused by unevenness of the ground on site is solved, the overall verticality of the hanging ladder is ensured, the problem that a hook cannot be installed due to elevation errors is avoided, and the practicability of the hanging ladder is improved; the assembly form of the quilting frame can be adjusted according to the actual height of the single body through the standard joints; the installation operation is more rapid and simple, and the potential safety hazard of the operation of constructors is avoided while the construction efficiency is improved. Meanwhile, all components can be processed in a centralized manner in a factory or a construction site, and can be recycled, so that materials are saved, and the purpose of green construction is achieved.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural view of the present invention;
shown in the figure: 1-basic section, 2-standard section, 3-top reinforcing section, 11-bottom support, 12-basic section quilting frame, 13-basic section connecting piece, 111-bottom plate, 112-height adjusting rod, 113-height adjusting handle, 121-basic section truss upright rod, 122-basic section truss cross rod, 123-diagonal draw bar, 21-standard section quilting frame, 23-standard section connecting piece, 211-standard section truss upright rod, 212-standard section truss cross rod, 31-top reinforcing section quilting frame, 32-top reinforcing section connecting piece, 33-hook, 311-top reinforcing section truss upright rod and 312-top reinforcing section truss cross rod.
Detailed Description
The following description is provided for illustrative purposes and is not intended to limit the invention to the particular embodiments disclosed. The described embodiments are only some, but not all embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
It should be understood that the drawings of the present application are only used to match the contents disclosed in the specification, so as to be known and read by those skilled in the art, and not to limit the practical limitations of the present invention, so that the present application does not have any technical significance, and any modification of the structure, change of the ratio relationship, or adjustment of the size should still fall within the scope of the present application without affecting the function and the achievable purpose of the present application. Meanwhile, the terms such as "upper", "lower", "left", "right", "middle", and the like used in the present specification are for convenience of description, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof may be considered as the scope of the present invention without substantial changes in the technical content.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in fig. 1, the utility model discloses a special hanging ladder for installing a steel structure enclosure structure, which comprises a foundation section 1, a standard section 2 and a top reinforcing section 3; the foundation section 1 consists of three sub-components, namely a bottom support 11, a foundation section quilting frame 12 and a foundation section connecting piece 13; the bottom support 11 is composed of a bottom plate 111, a height adjusting rod 112 and a height adjusting handle 113, the bottom plate 111 is made of a thick steel plate, the height adjusting rod 112 is made of round steel outer sheath wires, and the height adjusting handle 113 is made of round tube inner sheath wires; the foundation section truss frame 12 consists of a foundation section truss upright post 121, a foundation section truss cross rod 122 and an inclined pull rod 123, wherein the foundation section truss upright post 121, the foundation section truss cross rod 122 and the inclined pull rod 123 adopt circular steel tubes; the basic joint connecting piece 13 is formed by welding a connecting sleeve made of round steel pipes and a basic joint truss upright rod 121, and the sleeves are connected by bolts to realize the assembly between the trusses; the bottom support 11 is connected with the foundation section quilting frame 12, the internal mantle fiber of the foundation section quilting frame upright stanchion 121 is adjusted by the height adjusting handle 113 to adjust the height adjusting rod 112 to extend deep into the foundation section quilting frame upright stanchion 121 for the length so as to realize the adjustment of the flatness of the hanging ladder foundation, and the height adjusting handle 113 is screwed up to be used as an anti-sliding component; the standard section 2 consists of two sub-components, namely a standard section truss 21 and a standard section connecting piece 23; the standard section truss frame 21 consists of standard section truss upright rods 211 and standard section truss cross rods 212, and the standard section truss upright rods 211 and the standard section truss cross rods 212 are made of round steel; the standard joint connecting piece 23 is formed by welding a connecting sleeve made of a circular steel tube and a standard joint truss upright rod 211, and the sleeves are connected by bolts to realize the assembly of the trusses; the basic joint 1 and the standard joint 2 are connected in a matching way through a basic joint connecting piece 13 and a standard joint connecting piece 23; the top reinforcing section 3 consists of three sub-components, namely a top reinforcing section truss 31, a top reinforcing section connecting piece 32 and a hook 33; the top reinforcing section truss frame 31 consists of a top reinforcing section truss upright post 311 and a top reinforcing section truss cross rod 312; the top reinforcing section connecting piece 32 is formed by welding a connecting sleeve made of a round steel pipe and a top reinforcing section truss upright rod 311, and the sleeves are connected by bolts to realize the assembly between the trusses; the top reinforcing joint 3 and the standard joint 2 are connected in a matching way through a top reinforcing joint connecting piece 32 and a standard joint connecting piece 23; the hook 33 is made of round steel and is connected with the top reinforcing section truss upright rod 311.
In order to facilitate checking the verticality of the hanging ladder, finished round leveling air bubbles are installed on the foundation section truss upright rods 121.
The bottom plate 111 is made of a 200 × 10mm thick steel plate, the height adjusting rod 112 is made of ᴓ 32mm round steel outer mantle fiber, and the height adjusting handle 113 is made of ᴓ 40 × 4mm round tube inner mantle fiber.
In order to facilitate the installation among the foundation sections, the standard sections and the top lengthened sections, ᴓ 25 × 4mm round steel pipes are adopted in the foundation section connecting pieces 13, the standard section connecting pieces 23 and the top reinforced section connecting pieces 32.
Other parts of the utility model which are not detailed are the conventional technologies known by the technicians in the field.
It is to be noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The protection scope of the present invention is not limited to the technical solution disclosed in the specific embodiment, and all the modifications, equivalent replacements, improvements, etc. made by the technical entity of the present invention to the above embodiments all fall into the protection scope of the present invention.
Claims (4)
1. A hanging ladder special for installing a steel structure enclosure structure is characterized by comprising a foundation section (1), a standard section (2) and a top reinforcing section (3); the foundation section (1) is composed of three sub-components, namely a bottom support (11), a foundation section quilting frame (12) and a foundation section connecting piece (13); the bottom support (11) consists of a bottom plate (111), a height adjusting rod (112) and a height adjusting handle (113), wherein the bottom plate (111) is made of a thick steel plate, the height adjusting rod (112) is made of round steel outer mantle fiber, and the height adjusting handle (113) is made of round pipe inner mantle fiber; the foundation joint truss frame (12) consists of a foundation joint truss upright post (121), a foundation joint truss cross rod (122) and an inclined pull rod (123), and the foundation joint truss upright post (121), the foundation joint truss cross rod (122) and the inclined pull rod (123) adopt circular steel tubes; the basic joint connecting piece (13) is formed by welding a connecting sleeve made of a circular steel tube and a basic joint truss upright rod (121), and the sleeves are connected by bolts to realize the assembly of the truss frames; the bottom support (11) is connected with a foundation section truss (12), the length of a height adjusting rod (112) penetrating into the foundation section truss upright rod (121) is adjusted through a height adjusting handle (113) by using a mantle fiber in the foundation section truss upright rod (121) so as to realize the adjustment of the flatness of the hanging ladder foundation, and the height adjusting handle (113) is screwed upwards to be used as an anti-slip component; the standard joint (2) is composed of two sub-components, namely a standard joint truss (21) and a standard joint connecting piece (23); the standard section truss frame (21) is composed of standard section truss upright posts (211) and standard section truss cross rods (212), and round steel is adopted for the standard section truss upright posts (211) and the standard section truss cross rods (212); the standard section connecting piece (23) is formed by welding a connecting sleeve made of a round steel pipe and a standard section truss upright rod (211), and the sleeves are connected by bolts to realize the assembly between the truss frames; the basic joint (1) and the standard joint (2) are connected in a matching way through a basic joint connecting piece (13) and a standard joint connecting piece (23); the top reinforcing section (3) consists of three sub-components, namely a top reinforcing section quilting frame (31), a top reinforcing section connecting piece (32) and a hook (33); the top reinforcing section truss frame (31) consists of a top reinforcing section truss upright rod (311) and a top reinforcing section truss cross rod (312); the top reinforcing section connecting piece (32) is formed by welding a connecting sleeve made of a round steel pipe and a top reinforcing section truss upright rod (311), and the sleeves are connected by bolts to realize the assembly between the truss frames; the top reinforcing joint (3) and the standard joint (2) are connected with each other in a matching way through a top reinforcing joint connecting piece (32) and a standard joint connecting piece (23); the hook (33) is made of round steel and is connected with the top reinforcing section truss upright rod (311).
2. The hanging ladder special for installing the steel structure enclosure structure as claimed in claim 1, wherein finished round level air bubbles are installed on the foundation section truss upright rods (121).
3. The hanging ladder special for installing the steel structure enclosure structure is characterized in that the bottom plate (111) is made of 200 x 10mm thick steel plates, the height adjusting rod (112) is made of ᴓ 32mm round steel outer mantle wires, and the height adjusting handle (113) is made of ᴓ 40 x 4mm round steel inner mantle wires.
4. The hanging ladder special for installing the steel structure enclosure structure is characterized in that ᴓ 25 × 4mm round steel pipes are adopted in the basic joint connecting piece (13), the standard joint connecting piece (23) and the top reinforcing joint connecting piece (32).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220287946.0U CN217461997U (en) | 2022-02-14 | 2022-02-14 | Special ladder of hanging of steel construction envelope installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220287946.0U CN217461997U (en) | 2022-02-14 | 2022-02-14 | Special ladder of hanging of steel construction envelope installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217461997U true CN217461997U (en) | 2022-09-20 |
Family
ID=83263863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220287946.0U Active CN217461997U (en) | 2022-02-14 | 2022-02-14 | Special ladder of hanging of steel construction envelope installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217461997U (en) |
-
2022
- 2022-02-14 CN CN202220287946.0U patent/CN217461997U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211818028U (en) | Pulling-on piece formula aluminum mould board supports reinforcing apparatus | |
| CN206289981U (en) | A kind of steel pipe truss is encorbelmented floor support plate gusseted and form bracing system | |
| CN208396714U (en) | Supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form | |
| CN217461997U (en) | Special ladder of hanging of steel construction envelope installation | |
| CN217268693U (en) | Be applicable to truss support and operation platform integrated device | |
| CN215884763U (en) | Modular prefabricated wallboard piling bin | |
| CN216516954U (en) | Self-climbing concrete distributing device in super high-rise well way | |
| CN217353535U (en) | Template reinforcing apparatus is hung to floor structure board position of falling | |
| CN113062348B (en) | Concrete foundation structure of tower crane | |
| CN114526001A (en) | Special ladder of hanging of steel construction envelope installation | |
| CN115559588A (en) | Construction method for erecting silo top cornice template by using slip form supporting rod | |
| CN211873836U (en) | Support base of support pole setting | |
| CN213927478U (en) | Reinforcing device for concrete pouring | |
| CN209924441U (en) | Adjustable bracket of formwork support | |
| CN209874434U (en) | Simple and easy scaffold frame of encorbelmenting of building high latitude | |
| CN210947143U (en) | Steel structure for building | |
| CN113309256A (en) | Construction device and construction method for prefabricated shear wall with post-pouring section | |
| CN213114693U (en) | Tower crane foundation platform | |
| CN210685313U (en) | Safe convenient house steel connection structure | |
| CN217417889U (en) | Device capable of adjusting level of embedded part | |
| CN215208184U (en) | Adjustable fixing base for tower crane installation | |
| CN205742960U (en) | A kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab | |
| CN214836045U (en) | Ladder hanging device for template | |
| CN220433662U (en) | Operating device with pile head overspray mould | |
| CN217201584U (en) | Prefabricated basis hoist and mount apparatus of barrier gate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |