CN217923149U - Triangular hanging basket device - Google Patents

Triangular hanging basket device Download PDF

Info

Publication number
CN217923149U
CN217923149U CN202222184578.XU CN202222184578U CN217923149U CN 217923149 U CN217923149 U CN 217923149U CN 202222184578 U CN202222184578 U CN 202222184578U CN 217923149 U CN217923149 U CN 217923149U
Authority
CN
China
Prior art keywords
girder
truss
walking track
pull rod
roof beam
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
Application number
CN202222184578.XU
Other languages
Chinese (zh)
Inventor
宫庆福
周上敬
徐永杰
李兴权
孙淏麟
岳文刚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
19th Metallurgical Chongqing Construction Engineering Co ltd
Original Assignee
China 19th Metallurgical Group Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China 19th Metallurgical Group Co ltd filed Critical China 19th Metallurgical Group Co ltd
Priority to CN202222184578.XU priority Critical patent/CN217923149U/en
Application granted granted Critical
Publication of CN217923149U publication Critical patent/CN217923149U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model relates to a bridge span construction technical field especially relates to a basket device is hung to triangle, it is including walking track roof beam, walking wheel mechanism, the girder, head tree and oblique pull rod, walking wheel mechanism sets up on walking track roof beam, the girder sets up on walking wheel mechanism, the head tree sets up on the girder, the both sides of head tree are provided with oblique pull rod respectively, the lower extreme of pull rod is connected with the girder to one side, the upper end of pull rod is connected with the upper end of head tree to one side, the below of girder is provided with construction operation space, still include the bracing truss, walking track roof beam can dismantle the setting on the bracing truss through connection structure. During construction, the support truss is installed on the cast-in-situ beam section, the walking track beam is installed on the support truss, and finally other components are installed in sequence, and in the height direction, the support truss enables the distance between the cast-in-situ beam section and the main beam to be increased, so that the construction operation space is effectively increased, and construction is facilitated for construction personnel.

Description

Triangular hanging basket device
Technical Field
The utility model relates to a bridge span construction technical field especially relates to a basket device is hung to triangle.
Background
In the large and medium bridge span construction, the cantilever casting construction is often used, and the triangular hanging basket device is often used in the cantilever casting construction. The triangular hanging basket device used frequently comprises a walking track beam, a walking wheel mechanism, a main beam, a main stand column and oblique pull rods, wherein the walking wheel mechanism is arranged on the walking track beam, the walking wheel mechanism can move back and forth on the walking track beam, the main beam is arranged on the walking wheel mechanism, the main stand column is arranged on the main beam, oblique pull rods are respectively arranged on two sides of the main stand column, the lower ends of the oblique pull rods are connected with the main beam, the upper ends of the oblique pull rods are connected with the upper ends of the main stand column, and a construction operation space is arranged below the main beam. During construction, the walking track beam is firstly installed on a cast-in-place beam section, then other components are sequentially installed, and a construction operation space is formed between the cast-in-place beam section and the main beam.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem provide a conveyor for aluminium mould component that transport efficiency is higher, artifical low in labor strength.
The utility model provides a technical scheme that its technical problem adopted is: basket device is hung to triangle, including walking track roof beam, walking wheel mechanism, the girder, head tree and oblique pull rod, walking wheel mechanism sets up on walking track roof beam, and walking wheel mechanism can be at walking track roof beam round trip movement, the girder sets up on walking wheel mechanism, the head tree sets up on the girder, the both sides of head tree are provided with oblique pull rod respectively, the lower extreme of oblique pull rod is connected with the girder, the upper end of oblique pull rod is connected with the upper end of head tree, the below of girder is provided with construction operating space, still include the braced truss, walking track roof beam passes through connection structure can dismantle the setting on the braced truss.
Further, the support truss includes a plurality of truss bodies, all of which are connected in sequence from left to right.
Further, the height of the support truss is 1.5m.
Furthermore, the novel solar cell module also comprises a plurality of pad beams which are arranged from left to right at intervals, and the support truss is arranged on the pad beams.
Furthermore, the edge of the walking track beam is provided with a limiting device.
Furthermore, the limiting device is a travel switch.
The beneficial effects of the utility model are that: the utility model discloses a be provided with the braced truss, the setting can be dismantled on the braced truss to the walking track roof beam through connection structure, the braced truss can support the walking track roof beam, and improve the mounting height of walking track roof beam, during the construction, install the braced truss on cast-in-place roof beam section earlier, install the walking track roof beam on the braced truss again, install other parts at last again in proper order, in the direction of height, the braced truss makes the distance increase between cast-in-place roof beam section and the girder, thereby construction operation space has effectively been increased, the constructor of being convenient for more is under construction, do benefit to extensive use.
Drawings
FIG. 1 is a schematic view of the structure of the present invention;
FIG. 2 is a schematic side view of the present invention;
the label is: the device comprises a walking track beam 1, a walking wheel mechanism 2, a main beam 3, a main upright post 4, an inclined pull rod 5, a support truss 6, a pad beam 7, a connecting structure 8 and a limiting device 9.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and the following detailed description.
As shown in fig. 1, the utility model discloses basket device is hung to triangle, including walking track roof beam 1, running gear mechanism 2, girder 3, head tree 4 and oblique pull rod 5, running gear mechanism 2 sets up on walking track roof beam 1, and running gear mechanism 2 can be at 1 round trip movement of walking track roof beam, girder 3 sets up on walking wheel mechanism 2, head tree 4 sets up on girder 3, head tree 4's both sides are provided with oblique pull rod 5 respectively, the lower extreme of oblique pull rod 5 is connected with girder 3, the upper end of oblique pull rod 5 is connected with head tree 4's upper end, girder 3's below is provided with construction operating space, still include supporting truss 6, walking track roof beam 1 can dismantle the setting on supporting truss 6 through connection structure 8.
The supporting truss 6 can support the walking track beam 1, and improve the mounting height of the walking track beam 1, during construction, install the supporting truss 6 on the cast-in-place beam section earlier, install the walking track beam 1 on the supporting truss 6 again, install other parts at last again in proper order, in the direction of height, the supporting truss 6 makes the distance increase between cast-in-place beam section and the girder 3, thereby construction operation space has effectively been increased, the constructor of being convenient for more is under construction, do benefit to extensive use.
Specifically, in order to ensure the supporting effect of the supporting truss 6, the supporting truss 6 is made of steel. In order to facilitate the transport and installation of the support girder 6, the support girder 6 is composed of a plurality of girder bodies. In order to improve the supporting effect of the supporting truss 6 and ensure the strength of the supporting truss 6, all truss bodies are connected together from left to right in sequence.
The height of the supporting truss 6 is too high, the installation of the walking track beam 1 is influenced, the manufacturing cost of the walking track beam is improved, the height of the supporting truss 6 is too low, the construction operation space is improved slightly, the construction of constructors is influenced, and the inventor obtains that the height of the supporting truss 6 is preferably 1.5m through a large number of practices and experiments.
Because supporting truss 6 is steel frame construction, its highly be difficult to change, and some cast-in-place roof beam sections are the slope setting, and in order to guarantee supporting truss 6's result of use, supporting truss 6 need set up for the level, and again as shown in fig. 1, fig. 2, the utility model discloses still be provided with polylith pad roof beam 7, pad roof beam 7 sets up to right looks interval from a left side, and supporting truss 6 sets up on pad roof beam 7. The cushion beam 7 is preferably made of I-steel, during construction, the cushion beam 7 is firstly installed on a cast-in-place beam section, then the support truss 6 is installed on the upper cushion beam 7, and the upper surfaces of the cushion beams 7 are located on the same horizontal plane through the cushion beams 7 with different heights, so that the using effect of the support truss 6 is guaranteed.
In order to ensure the connection firmness of the running rail beam 1 and the supporting truss 6, the connection structure 8 is preferably a high-strength connection bolt or a connection fastener.
In order to ensure the use safety of the travelling wheel mechanism 2, the limit device 9 is arranged on the edge of the travelling track beam 1, and the limit device 9 limits the stroke of the travelling wheel mechanism 2. For ease of use, the stop means 9 is preferably a travel switch.

Claims (6)

1. Basket device is hung to triangle, including walking track roof beam (1), walking wheel mechanism (2), girder (3), head tree (4) and oblique pull rod (5), walking wheel mechanism (2) set up on walking track roof beam (1), and walking wheel mechanism (2) can be at walking track roof beam (1) round trip movement, girder (3) set up on walking wheel mechanism (2), head tree (4) set up on girder (3), the both sides of head tree (4) are provided with oblique pull rod (5) respectively, the lower extreme of oblique pull rod (5) is connected with girder (3), the upper end of oblique pull rod (5) is connected with the upper end of head tree (4), the below of girder (3) is provided with construction operation space, its characterized in that: the walking track beam is characterized by further comprising a supporting truss (6), and the walking track beam (1) is detachably arranged on the supporting truss (6) through a connecting structure (8).
2. The triangular cradle device according to claim 1, characterized in that: the supporting truss (6) comprises a plurality of truss bodies, and all the truss bodies are sequentially connected together from left to right.
3. The triangular cradle device according to claim 2, characterized in that: the height of the supporting truss (6) is 1.5m.
4. The triangular hanging basket device according to any one of claims 1 to 3, characterized in that: still include polylith pad roof beam (7), pad roof beam (7) from a left side to right looks interval setting, and support truss (6) set up on pad roof beam (7).
5. The triangular hanging basket device according to claim 1, characterized in that: the edge of the walking track beam (1) is provided with a limiting device (9).
6. The triangular cradle device according to claim 5, wherein: the limiting device (9) is a travel switch.
CN202222184578.XU 2022-08-18 2022-08-18 Triangular hanging basket device Active CN217923149U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222184578.XU CN217923149U (en) 2022-08-18 2022-08-18 Triangular hanging basket device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222184578.XU CN217923149U (en) 2022-08-18 2022-08-18 Triangular hanging basket device

Publications (1)

Publication Number Publication Date
CN217923149U true CN217923149U (en) 2022-11-29

Family

ID=84169954

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222184578.XU Active CN217923149U (en) 2022-08-18 2022-08-18 Triangular hanging basket device

Country Status (1)

Country Link
CN (1) CN217923149U (en)

Similar Documents

Publication Publication Date Title
CN205954489U (en) Stride cast -in -place space of business line steel structure construction protection on bridge and move movable support
CN202544854U (en) Lining trolley for subway station
CN210341675U (en) Temporary support for steel bridge pushing floating-dragging construction
CN108914776B (en) A basket is hung in construction for municipal works and room are built
CN207714163U (en) A kind of combined type Hanging Basket
CN217923149U (en) Triangular hanging basket device
CN111483925B (en) Asynchronous basket of hanging of wave form steel web bridge
CN111350359B (en) Method and diamond device for integrally lifting large-span structure
CN209924434U (en) High-altitude overhanging formwork support frame body
CN210529487U (en) Bridge and box-shaped bridge inspection device with flange plates
CN217883275U (en) Large-span prestressed cable truss photovoltaic support system
CN217078420U (en) Linear girder steel self-propelled installation device that slides of adjustable bridge
CN111877165B (en) Bailey beam translation device in limited space and construction method thereof
CN211285309U (en) Traveling type hanging basket for bridge construction
CN207646620U (en) The movable construction platform of prefabricated wide cut beam slab
CN111516137A (en) Hydraulic integral movable prefabricated box girder web plate reinforcing steel bar jig frame and construction method
CN219157431U (en) Integral sliding type tie beam bracket
CN214573351U (en) Movable support for post-cast breast board construction of urban cast-in-place beam
CN218969791U (en) Movable supporting structure for high-speed rail construction
CN210684492U (en) Simple tensioning operation platform
CN221000604U (en) Bridge detects construction with multi-functional construction platform
CN216638685U (en) Hoisting equipment for construction of prefabricated box girder
CN212358004U (en) Prestress tension frame
CN109930489A (en) Go out small curvilinear system bar arch head beam construction method based on SXJ550 Bridge Erector
CN219080110U (en) Steel-pipe column support construction safety platform device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20231218

Address after: Room 3-5, 3rd Floor, Building 9, No. 377 Gaolong Avenue (Extension), Hangu Town, Jiulongpo District, Chongqing, 401329

Patentee after: 19th Metallurgical (Chongqing) Construction Engineering Co.,Ltd.

Address before: No. 350, Renmin Street, East District, Panzhihua City, Sichuan Province

Patentee before: CHINA 19TH METALLURGICAL GROUP Co.,Ltd.