CN212295590U - Upper hanging point truss of inverted hoist - Google Patents
Upper hanging point truss of inverted hoist Download PDFInfo
- Publication number
- CN212295590U CN212295590U CN202021661248.XU CN202021661248U CN212295590U CN 212295590 U CN212295590 U CN 212295590U CN 202021661248 U CN202021661248 U CN 202021661248U CN 212295590 U CN212295590 U CN 212295590U
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- pipe
- vertical
- square pipe
- point truss
- lifting point
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 230000007246 mechanism Effects 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 240000009087 Crescentia cujete Species 0.000 claims description 8
- 235000005983 Crescentia cujete Nutrition 0.000 claims description 8
- 235000009797 Lagenaria vulgaris Nutrition 0.000 claims description 8
- 230000005540 biological transmission Effects 0.000 claims description 5
- 229910000746 Structural steel Inorganic materials 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 20
- 238000009434 installation Methods 0.000 abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 241000219122 Cucurbita Species 0.000 description 3
- 235000009852 Cucurbita pepo Nutrition 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000009194 climbing Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of construction equipment, a hang down hoist upper lifting point truss is disclosed, be vertical form vertical square pipe of arranging, two including two vertical square intertube upper and lower all are connected with horizontal square pipe, two horizontal square intertube slant is provided with the pipe chute, the junction at vertical square pipe and horizontal square pipe is all fixed at the both ends of pipe chute, just one side of pipe chute is provided with the structure steel sheet, be provided with bearing mechanism on the lateral wall of structure steel sheet. The utility model discloses the wholeness is good and intensity is higher, has safe lightly, and the assembly is used the degree of difficulty lower, and manufacturing process is simple, can satisfy the demand in the whole construction cycle after the installation finishes.
Description
Technical Field
The utility model relates to a building apparatus technical field especially relates to hang some trusses on inverted hoist.
Background
The attached lifting scaffold is called a lifting frame for short, is commonly called a climbing frame, is external protection construction equipment used in high-rise and super high-rise building construction, has less materials for erecting a climbing frame operation platform, is convenient to assemble and has strong practicability; meanwhile, the construction site is clean and tidy, civilized construction of the whole construction site is facilitated, the power devices adopted by the existing attached lifting scaffold are the forward-hanging hoists and the reverse-hanging hoists which are respectively connected with the frame body through various structures to form a complete lifting system, and in the lifting point structure of the reverse-hanging hoists, the tightness degree of the hoist chain is usually controlled by adopting springs so as to ensure that the hoist chain is not blocked in the using process.
But the component structure that inverted hoist goes up hoisting point structure and is used for bearing whole calabash dead weight is too simple, the security can't be guaranteed, there is great hidden danger in support body lift in-process, wherein, when connecting on building subject, can't remove along with the support body when going up and down, it needs the workman to dismantle it after the lift is accomplished and gets off and install the assigned position again, go on smoothly in order to guarantee going up and down next time, this has increased workman's intensity of labour, although the problem of removing along with the support body has been solved when connecting on the support body, but the structure is too simple, the security is extremely low, there is the potential safety hazard in the during elevating work.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a hoisting point truss on inverted gourd, it is higher to possess the wholeness well and intensity, has safe light, and the assembly is used the degree of difficulty lower, and manufacturing process is simple, can satisfy the advantage of the demand in the whole construction cycle after the installation finishes, has solved the component structure that the hoisting point structure is used for bearing whole calabash dead weight on the inverted gourd too simple, and the security can't obtain guaranteeing, has the problem of great hidden danger in support body lift in-process.
According to the utility model discloses hang hoist upper lifting point truss, be vertical form including two and arrange vertical square pipe, two vertical square intertube's upper and lower all is connected with horizontal square pipe, two horizontal square intertube slant is provided with the pipe chute, the junction at vertical square pipe and horizontal square pipe is all fixed at the both ends of pipe chute, just one side of pipe chute is provided with the structure steel sheet, be provided with bearing mechanism on the lateral wall of structure steel sheet.
Further, vertical side's pipe, horizontal side's pipe, pipe chute all are square form and inside and are hollow structure vertical side's pipe, horizontal side all run through on the pipe and have the through-hole.
Further, the outer side wall of the steel plate is flush with the side walls of the vertical square pipe and the transverse square pipe.
Further, the bearing mechanism comprises a bearing steel plate, and one end of the bearing steel plate extends and is fixed on one of the vertical square pipes.
Furthermore, the two sides of the bearing steel plate are provided with reinforcing rib plate groups, each reinforcing rib plate group comprises two reinforcing rib plates which are oppositely arranged, and each reinforcing rib plate is in a triangular shape.
Furthermore, the upper portion of bearing steel sheet is provided with the calabash atress spring, the calabash atress spring upwards extends and is parallel and level mutually with vertical square pipe.
Furthermore, both ends of the inclined tube are arranged in a pyramid shape, and two side faces of the pyramid are respectively abutted against the outer walls of the vertical square tube and the transverse square tube.
Furthermore, the through hole directions of the two vertical square pipes are perpendicular to each other, one of the through hole directions on the vertical square pipe is parallel to the transverse square pipe, and the other through hole direction on the vertical square pipe is perpendicular to the transverse square pipe.
Furthermore, force transmission gaskets are arranged on the outer walls of the through holes of the vertical square tubes parallel to the transverse square tubes, and one side of each force transmission gasket is fixedly connected with the transverse square tube.
Further, when the hoisting point truss is connected with the vertical rod and the scaffold board on the inverted hoist, the vertical square tube parallel to the through hole direction and the horizontal square tube is contacted with the vertical rod, the through hole on the scaffold board is corresponding to the through hole on the vertical square tube and the horizontal square tube which are perpendicular to the through hole direction and the horizontal square tube, the fixed connection of the through hole and the through hole is realized by utilizing the bolt, and finally, the fixation of the scaffold board and the vertical rod is completed.
Compared with the prior art, the utility model beneficial effect who has is:
the wholeness is good and intensity is higher, it is safe light to have, the assembly use degree of difficulty is lower, manufacturing process is simple, can satisfy the demand in the whole construction cycle after the installation finishes, can overcome the security performance that the structure on the prior art caused too simply on the low side, the lift needs the workman to change the shortcoming that the construction cost that the position caused improves, the efficiency of construction is low once, both can realize the safe handling of guarantee attached lift scaffold, can also save a large amount of manual works effectively simultaneously, improve the efficiency of construction.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic front structural view of a hoisting point truss on an inverted hoist of the present invention;
fig. 2 is a schematic back structure view of a hanging point truss on the inverted hoist of the present invention;
fig. 3 is a schematic view of the connection between the upper hanging point truss of the inverted hoist and the vertical rod and the scaffold board;
fig. 4 is a local connection enlarged view of the hanging point truss, the vertical rod and the scaffold board of the inverted hoist.
In the figure: 1-vertical square tube, 2-horizontal square tube, 3-inclined tube, 4-structural steel plate, 5-bearing steel plate, 6-reinforcing rib plate, 7-force transmission gasket, 8-vertical rod, 9-scaffold plate and 10-gourd stress spring.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
The same or similar reference numerals in the drawings of the present embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there are the terms "upper", "lower", "left", "right", etc. indicating the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of the description, but it is not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore the terms describing the positional relationship in the drawings are only for illustrative purposes and are not to be construed as limitations of the present patent, and those skilled in the art can understand the specific meanings of the terms according to specific situations.
Referring to fig. 1-4, the preferred embodiment of the present invention is shown.
Hang hoist upper lifting point truss, vertical square pipe 1 of arranging including two vertical forms, upper and lower all is connected with horizontal square pipe 2 between two vertical square pipe 1, the slant is provided with pipe chute 3 between two horizontal square pipe 2, the both ends of pipe chute 3 are all fixed in the junction of vertical square pipe 1 and horizontal square pipe 2, and one side of pipe chute 3 is provided with constructional steel plate 4, be provided with bearing mechanism on constructional steel plate 4's the lateral wall, the wholeness is good and intensity is higher, it is safe light to have, the assembly is used the degree of difficulty lower, simple manufacturing process, can satisfy the demand in the whole construction cycle after the installation finishes, can overcome the security performance that the structure on the prior art caused too simply on the low side, the construction cost that the workman changes the position and causes after going up and down once improves, the shortcoming of low efficiency.
In this embodiment, vertical square pipe 1, horizontal square pipe 2, pipe chute 3 all are square form and inside and are hollow structure, reduce quality and its intensity unchangeable, all run through the through-hole on vertical square pipe 1, horizontal square pipe 2, be convenient for with the external fixation.
In this embodiment, the outer side wall of the structural steel plate 4 is flush with the side walls of the vertical square pipe 1 and the horizontal square pipe 2, so that the bearing mechanism can be conveniently and fixedly installed.
In this embodiment, bearing mechanism includes bearing steel sheet 4, bearing steel sheet 4's one end is extended and is fixed on one of them vertical square pipe 1, bearing steel sheet 5's both sides all are provided with reinforcing rib plate group, reinforcing rib plate group includes that two are reinforcing rib plate 6 to being the setting, and reinforcing rib plate 6 is the triangle-shaped form, improve the steadiness, bearing steel sheet 5's upper portion is provided with calabash atress spring 10, calabash atress spring 10 upwards extends and with vertical square pipe 1 looks parallel and level, reduce the vibration power between the last hoisting point truss of overhead hoist.
In this embodiment, both ends of the pipe chute 3 are all set up and are pyramid-shaped, and the both sides face of pyramid butts respectively on vertical square pipe 1, horizontal square pipe 2 outer wall, and pipe chute 3 is inserted in the junction of vertical square pipe 1 and horizontal square pipe 2, and its junction is vertical form, therefore the both ends setting of pipe chute 3 is pyramid-shaped can guarantee the holding power maximize.
In this embodiment, the through-hole direction of two vertical square pipes 1 is mutually perpendicular, the through-hole direction on one of them vertical square pipe 1 parallels with horizontal square pipe 2, the through-hole direction on another vertical square pipe 1 is mutually perpendicular with horizontal square pipe 2, one is used for fixing mutually with scaffold board 9, another is used for fixing mutually with pole setting 8, all be provided with biography power gasket 7 on the vertical square pipe 1 through-hole outer wall that parallels with horizontal square pipe 2, one side and horizontal square pipe 2 fixed connection of biography power gasket 7, strengthen horizontal square pipe 2 fixed force, be provided with simultaneously on the biography power gasket 7 with through-hole assorted through hole.
In this embodiment, when the hoisting point truss is connected with the vertical rod 8 and the scaffold board 9, the vertical square tube 1 parallel to the horizontal square tube 2 in the direction of the through hole contacts with the vertical rod 8, the through hole on the scaffold board 9 corresponds to the through hole on the vertical square tube 1 and the horizontal square tube 2 in the direction of the through hole perpendicular to the horizontal square tube 2, the fixed connection between the through hole and the through hole is realized by using the bolt, and finally, the scaffold board 9 is fixed with the vertical rod 8.
Three using modes of the upside-down hanging gourd upper hanging point truss are as follows: the first type is that the first type is connected with a vertical upright post 8 through two bolts, and the two bolts are connected with a transverse scaffold board 9; the second is that the two bolts are only connected with the vertical upright post 8; the third kind is continuous with vertical pole setting 8 through two bolts, a bolt links to each other with horizontal scaffold board 9, the connected mode that these three kinds will hang the hoist on the hoisting point truss through the bolt is verified, the security performance is all comparatively good, the safety of support body lifting work is gone on to the fully guaranteed support body, can select the connected mode in a flexible way according to on-the-spot actual conditions, all need not to remove in whole construction cycle after the installation finishes, the support body removes along with the support body when going up and down, when lower hoisting point truss is located pole setting 8 left side, hoist atress spring 10 passes through stay bolt and connects on hoist on the hoist on hoisting point truss bearing steel sheet 5, in whole construction cycle, what the hoist on the hoist truss bore is the dead weight of hoist body.
This technical scheme wholeness is good and intensity is higher, it is light to have safety, the assembly use degree of difficulty is lower, manufacturing process is simple, can satisfy the demand in the whole construction cycle after the installation finishes, can overcome the security performance that the structure on the prior art caused too simply and hang down, the shortcoming that the construction cost that the workman changes the position and causes improves, the efficiency of construction is low after going up and down once, both can realize the safe handling of guarantee attached lift scaffold, can also save a large amount of manual works effectively simultaneously, improve the efficiency of construction.
The hanging point truss on the inverted hoist has good safety performance, strong integrity, higher strength, relatively lower production cost and convenient installation and use. Meanwhile, the connection mode and the connection position can be flexibly selected according to the actual situation on site, and the use in the whole construction period can be met by one-time installation.
In this embodiment, the upper lifting point truss of the inverted hoist is a structure formed by welding four square pipes, an inclined pipe 3, a structural steel plate 4, a bearing steel plate 5 and four reinforcing rib plates 6, and similar structures made of other different materials or similar structures made of the same material can also be adopted.
The details of the present invention are well known to those skilled in the art.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. Hang hoist upper lifting point truss, its characterized in that: vertical square pipe, two are vertical form vertical square pipe of arranging, all be connected with horizontal square pipe, two from top to bottom between vertical square pipe the slant is provided with the pipe chute between horizontal square pipe, the junction at vertical square pipe and horizontal square pipe is all fixed at the both ends of pipe chute, just one side of pipe chute is provided with the structure steel sheet, be provided with bearing mechanism on the lateral wall of structure steel sheet.
2. The inverted hoist upper lifting point truss according to claim 1, characterized in that: vertical side's pipe, horizontal side's pipe, pipe chute all are square form and inside and are hollow structure vertical side's pipe, horizontal side all run through on the pipe and have the through-hole.
3. The inverted hoist upper lifting point truss according to claim 2, characterized in that: the outer side wall of the structural steel plate is flush with the side walls of the vertical square pipe and the transverse square pipe.
4. The inverted hoist lifting point truss of any one of claims 1 to 3, wherein: the bearing mechanism comprises a bearing steel plate, and one end of the bearing steel plate extends and is fixed on one of the vertical square tubes.
5. The inverted hoist upper lifting point truss according to claim 4, wherein: the reinforcing rib plate set is characterized in that reinforcing rib plate sets are arranged on two sides of the bearing steel plate and comprise two reinforcing rib plates which are arranged oppositely, and the reinforcing rib plates are in a triangular shape.
6. The inverted hoist upper lifting point truss of claim 5, wherein: the upper portion of bearing steel sheet is provided with calabash atress spring, calabash atress spring upwards extends and is parallel and level mutually with vertical square pipe.
7. The inverted hoist upper lifting point truss of claim 3, wherein: the two ends of the inclined tube are both arranged to be pyramid-shaped, and two side faces of each pyramid are respectively abutted to the outer walls of the vertical square tube and the transverse square tube.
8. The inverted hoist upper lifting point truss of claim 7, wherein: the through hole direction of two vertical square pipes is mutually perpendicular, one of them the through hole direction on the vertical square pipe parallels with horizontal square pipe, another the through hole direction on the vertical square pipe is mutually perpendicular with horizontal square pipe.
9. The inverted hoist upper lifting point truss of claim 8, wherein: and force transmission gaskets are arranged on the outer walls of the through holes of the vertical square tubes parallel to the transverse square tubes, and one side of each force transmission gasket is fixedly connected with the transverse square tube.
10. The inverted hoist upper lifting point truss of claim 9, wherein: when the hoisting point truss is connected with the vertical rod and the scaffold board on the inverted hoist, the vertical square pipe parallel to the through hole direction and the transverse square pipe is contacted with the vertical rod, the through hole on the scaffold board is corresponding to the through hole on the vertical square pipe and the transverse square pipe which are mutually perpendicular to the through hole direction and the transverse square pipe, the fixed connection of the through hole and the through hole is realized by utilizing the bolt, and the scaffold board is fixed with the vertical rod after the fixation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021661248.XU CN212295590U (en) | 2020-08-10 | 2020-08-10 | Upper hanging point truss of inverted hoist |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021661248.XU CN212295590U (en) | 2020-08-10 | 2020-08-10 | Upper hanging point truss of inverted hoist |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212295590U true CN212295590U (en) | 2021-01-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021661248.XU Expired - Fee Related CN212295590U (en) | 2020-08-10 | 2020-08-10 | Upper hanging point truss of inverted hoist |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212295590U (en) |
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2020
- 2020-08-10 CN CN202021661248.XU patent/CN212295590U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210105 |