CN221116795U - Retaining wall steel form hoisting assembly - Google Patents
Retaining wall steel form hoisting assembly Download PDFInfo
- Publication number
- CN221116795U CN221116795U CN202322897324.7U CN202322897324U CN221116795U CN 221116795 U CN221116795 U CN 221116795U CN 202322897324 U CN202322897324 U CN 202322897324U CN 221116795 U CN221116795 U CN 221116795U
- Authority
- CN
- China
- Prior art keywords
- hoisting
- retaining wall
- steel form
- wall steel
- support
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 43
- 239000010959 steel Substances 0.000 title claims abstract description 43
- 238000010276 construction Methods 0.000 claims description 16
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 16
- 239000000463 material Substances 0.000 abstract description 3
- 230000007306 turnover Effects 0.000 abstract description 3
- 230000008569 process Effects 0.000 description 11
- 230000006872 improvement Effects 0.000 description 9
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000000981 bystander Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A retaining wall steel form hoisting assembly, it includes: the lower ends of the fixing pieces (1) are connected with the operation platform (4); the lower ends of the supporting frames (2) are correspondingly connected to the fixing pieces (1); the hoisting equipment (3), the hoisting equipment (3) is detachably connected to the supporting frame (2); wherein, lifting device (3) are used for hoisting wall steel form (5). The utility model has reasonable structure and simple operation, and can replace different hoisting equipment according to actual needs to meet the requirement of hoisting templates with different heights, thereby realizing the hoisting work of retaining wall templates with different heights; safe and reliable, labour saving and time saving have reduced the turnover of a large amount of materials of setting up, have solved the tradition and have probably caused incident such as high altitude fall, object strike at the shelf in-process of setting up, have solved the working face simultaneously and have restricted, and operating personnel is crowded, injures other people easily scheduling problem.
Description
Technical Field
The utility model relates to a hoisting device, in particular to a steel template hoisting assembly for a retaining wall body, and belongs to the technical field of roadbed engineering construction.
Background
The retaining wall is one of the common structures in highway construction, and is the most widely used gravity type retaining wall, and the retaining wall is generally arranged on a roadbed section filled with the earth, and the height of the retaining wall is changed along with the change of the filling height. At present, a scaffold operation platform is erected in a common construction method when a retaining wall template is installed, wall construction at the next stage can be carried out, in order to ensure the concrete pouring quality of the wall, the wall adopts a whole shaping steel template, the template is hoisted by an excavator, meanwhile, the safety of personnel on and off the scaffold is required to be considered, potential safety hazards such as falling and collapsing exist, the scaffold is erected in a complex manner, and the construction efficiency is low. The traditional method can cause safety accidents such as object striking, high-altitude falling and the like in the process of setting up a scaffold operation platform, and the technical problems of time and labor waste, low working efficiency and the like in the process of setting up are solved.
Therefore, it is necessary to develop a time-saving, labor-saving, safe and reliable retaining wall steel template hoisting assembly, which is a key point for solving the technical problems.
Disclosure of Invention
Aiming at the defects and shortcomings in the background technology, the utility model improves and innovates the defects, and aims to provide the retaining wall steel template hoisting assembly which is simple to operate and reasonable in design, so that potential safety hazards are reduced, and meanwhile, the construction efficiency is improved.
The utility model further aims to solve the problems of material turnover and complicated erection process of the scaffold, thereby saving time and labor and reducing labor cost.
The retaining wall steel template hoisting assembly solves the problems and achieves the aim of the utility model, and the retaining wall steel template hoisting assembly is realized by adopting the following design structure and the following technical scheme:
As an improvement of the steel template hoisting component of the retaining wall body,
It comprises the following steps:
the lower ends of the fixing pieces 1 are used for being connected with the operation platform 4;
the lower ends of the supporting frames 2 are correspondingly connected to the fixing pieces 1;
The lifting device 3 is detachably connected to the support frame 2;
wherein, lifting device 3 is used for hoisting wall steel form 5.
As an improvement of the utility model, the fixing elements 1 are vertically connected to the operating platform 4 or are obliquely connected to the operating platform 4, wherein a plurality of fixing elements 1 are arranged in a triangle shape.
As a further improvement of the utility model, the operation platform 4 is a concrete foundation or a wall body poured in the previous section.
As a further improvement of the utility model, the connecting end of the fixing piece 1 is fixedly connected or movably connected with the lower end of the supporting frame 2,
Wherein the fixing member 1 has a rod-like structure or a tubular structure.
As a further improvement of the present utility model, the fixed connection is a welded connection; the movable connection is sleeved connection or connected together through a connecting piece.
As a still further improvement of the present utility model described above, the support frame 2 includes:
A plurality of support rods 21;
the support bar connecting pieces 22, the support bar connecting pieces 22 are positioned at the upper parts of the plurality of support bars 21,
The support rod connecting pieces 22 are used for connecting a plurality of support rods 21 into a triangular support frame body.
As a still further modification of the above-described utility model, the support rod 21 has a tubular structure;
The supporting rod connecting piece 22 comprises a connecting seat and fastening fasteners, wherein the three fastening fasteners are respectively arranged in a triangle shape and obliquely connected to the outer side of the connecting seat, and an annular hook matched with the hoisting equipment 3 to complete work is further arranged at the bottom of the connecting seat.
As a further improvement of the above-mentioned utility model, the support rod connecting piece 22 is integrally formed as a triangular plate structure, three inclined connecting holes for sleeving the support rod 21 are provided on the triangular plate structure in a penetrating manner, and the three inclined connecting holes are arranged as a triangle, wherein an annular hook matched with the hoisting device 3 is further provided at the bottom of the triangular plate structure to complete the work.
As a further improvement of the utility model, the three inclined connecting holes are also provided with anti-skid protection pads in a ring shape.
As a further improvement of the above utility model, the lifting device 3 is a chain block or a chain electric block, wherein the upper end of the lifting device 3 is suspended on an annular hook of the support rod connector 22.
The working principle is as follows:
During operation, first, the mounting 1 is fixed to operating panel 4's top surface, then, operating personnel welds or cup joints the support frame 2 lower extreme that the equipment was assembled on corresponding mounting 1, immediately, operating personnel hangs lifting device 3 on bracing piece connecting piece 22's annular couple, accomplish retaining wall steel form hoist and mount work of subassembly promptly, finally, operating personnel just can control lifting device 3's hoist and mount portion and wall steel form 5 connection after, carry out the lifting or the operation of descending of wall steel form 5 through control lifting device 3. Operators can replace different hoisting devices 3 according to actual needs to meet hoisting requirements of different wall heights; the complex scaffold erecting process is avoided, and the wall pouring work is completed more efficiently.
Compared with the prior art, the utility model has the following beneficial effects:
1. the utility model has reasonable structure and simple operation, and can replace different hoisting equipment according to actual needs to meet the requirement of hoisting templates with different heights, thereby realizing the hoisting work of retaining wall templates with different heights;
2. The utility model is safe and reliable, saves time and labor, reduces turnover of a large amount of erection materials, solves the problem that the traditional method possibly causes safety accidents such as high-altitude falling, object striking and the like in the process of erecting the frame, and simultaneously solves the problems that the working face is limited, operators are crowded, people on the other side are easily injured and the like;
3. Due to the arrangement of the hoisting equipment, the utility model saves more time and labor when the wall steel template is hoisted, and reduces the labor intensity of operators to the maximum extent;
4. The utility model can improve the working efficiency of building the wall steel template, realize convenient moving and carrying, realize repeated utilization, safety and stability, be beneficial to civilized management of construction sites, and ensure the construction safety of operators to a greater extent;
5. The construction method solves the construction problem that the scaffold needs to be erected in the process of pouring the retaining wall, reduces potential safety hazards and improves construction efficiency.
Drawings
The utility model is described in further detail below with reference to the attached drawing figures, wherein:
FIG. 1 is one of the usage patterns of the present utility model;
FIG. 2 is a second view of the present utility model;
FIG. 3 is a third view of the use of the present utility model;
FIG. 4 is one of the partial structural schematic of the present utility model;
FIG. 5 is a schematic diagram of a partial construction of the present utility model;
FIG. 6 is an exploded view of FIG. 5;
FIG. 7 is a diagram showing one of the usage states of another design configuration of the present utility model;
FIG. 8 is a second view of the use of another design of the present utility model;
FIG. 9 is a schematic overall construction of another design of the present utility model;
FIG. 10 is a schematic view of another design of the support pole coupler 22 assembly of the present utility model;
FIG. 11 is a schematic plan view of another design of the support pole coupler 22 assembly of the present utility model;
Wherein, the reference numerals in the figures: 1-fixing parts, 2-supporting frames, 21-supporting rods, 22-supporting rod connecting parts, 3-hoisting equipment, 4-operating platforms and 5-wall steel templates.
Detailed Description
In order to make the technical means, the inventive features, the achieved objects and the effects of the present utility model easy to understand, the technical solution of the present utility model will be described in further detail below with reference to the accompanying drawings and the detailed description, and it should be noted that the embodiments of the present utility model and the features of the embodiments can be combined without conflict. The utility model will be described in detail below with reference to the drawings in connection with embodiments.
A retaining wall steel form hoisting assembly, it includes:
the lower ends of the fixing pieces 1 are used for being connected with the operation platform 4;
the lower ends of the supporting frames 2 are correspondingly connected to the fixing pieces 1;
The lifting device 3 is detachably connected to the support frame 2;
wherein, lifting device 3 is used for hoisting wall steel form 5.
Further, the fixing members 1 are vertically connected to the operation platform 4 or are obliquely connected to the operation platform 4, wherein the plurality of fixing members 1 are arranged in a triangle shape.
Further, the operation platform 4 is a concrete foundation or a wall body poured in the previous section.
In the utility model, one end of the fixing piece 1 is vertically or obliquely fixed on a concrete foundation, or is vertically or obliquely embedded in the upper part of a wall body poured in the previous section.
Further, the connecting end of the fixing piece 1 is fixedly connected or movably connected with the lower end of the supporting frame 2, wherein the fixing piece 1 is in a rod-shaped structure or a tubular structure.
Further, the fixed connection is welded connection; the movable connection is sleeved connection or connected together through a connecting piece.
In the utility model, the welding connection is that the outer side of the connecting end of the fixing piece 1 is welded with the lower end of the supporting rod 21;
If the fixing piece 1 is in a rod-shaped structure, and the outer diameter of the rod-shaped structure is smaller than the inner diameter of the supporting rod 21, the sleeved connection is that the supporting rod 21 is sleeved on the outer side of the fixing piece 1; if the fixing piece 1 is of a tubular structure, and the inner diameter of the fixing piece 1 is larger than the outer diameter of the supporting rod 21, the supporting rod 21 is sleeved in the fixing piece 1; if the fixing piece 1 is in a tubular structure, and the outer diameter of the fixing piece 1 is smaller than the inner diameter of the supporting rod 21, the supporting rod 21 is sleeved outside the fixing piece 1.
The connecting piece includes the mounting locking buckle of one end and mounting 1 adaptation connection, and the other end is connected with the bracing piece locking buckle of bracing piece 21 adaptation connection, is connected through the spliced pole between mounting locking buckle and bracing piece locking buckle, and wherein, mounting locking buckle and bracing piece locking buckle all rotate with the spliced pole and are connected.
Further, the support frame 2 includes:
A plurality of support rods 21;
the support bar connecting pieces 22, the support bar connecting pieces 22 are positioned at the upper parts of the plurality of support bars 21,
The support rod connecting pieces 22 are used for connecting a plurality of support rods 21 into a triangular support frame body.
In the present utility model, the total number of the support bars 21 is three.
Further, the support rod 21 has a tubular structure;
The supporting rod connecting piece 22 comprises a connecting seat and fastening fasteners, wherein the three fastening fasteners are respectively arranged in a triangle shape and obliquely connected to the outer side of the connecting seat, and an annular hook matched with the hoisting equipment 3 to complete work is further arranged at the bottom of the connecting seat.
In the present utility model, the support rod 21 is a steel pipe; the whole triangle-shaped structure that is of connecting seat, the fastening buckle spare corresponds the slope respectively and connects in each tip of connecting seat, and fastening buckle spare is used for connecting the bracing piece 21.
Further, the support rod connecting piece 22 is integrally in a triangular plate structure, three inclined connecting holes for sleeving the support rod 21 are formed in the triangular plate structure in a penetrating mode, the three inclined connecting holes are distributed in a triangular mode, and annular hooks matched with the hoisting equipment 3 to complete work are further arranged at the bottom of the triangular plate structure.
Furthermore, the three inclined connecting holes are also annularly provided with anti-skid protection pads.
Further, the hoisting device 3 is a chain block or a chain electric block, wherein the upper end of the hoisting device 3 is hung on an annular hook of the support rod connecting piece 22.
In summary, more specific embodiments of the present utility model are:
Before the retaining wall steel template hoisting assembly with the design structure is used, the retaining wall steel template hoisting assembly needs to be manufactured and installed for standby.
The specific using steps are as follows:
Example 1
Before use, first, an operator moves each component of the utility model to a construction site to be ready for use;
Then, the operator assembles the support frame 2; when in assembly, an operator connects three support rods 21 on corresponding fastening fasteners of the support rod connecting pieces 22 at equal intervals respectively, and then the assembly of the support frame 2 is completed; the equidistant means that the distances from the end to the connecting part are the same when each supporting rod 21 is connected;
Then, the operator props up the support frame 2 to prop open, and then, the operator marks a fixed point on the operation platform 4 by using a marking pen to the supporting point below the support frame 2;
Finally, an operator opens a fixing hole at the fixing point through a drilling tool; the fixing holes are vertical fixing holes or inclined fixing holes.
When the wall body steel form lifting device is used, the fixing Kong Re is a vertical fixing hole, an operator firstly installs the fixing pieces 1 in the vertical fixing hole, so that the three fixing pieces 1 do not shake, then, the operator props up the support frame 2 to prop open, the lower ends of the support rods 21 are contacted with the corresponding fixing pieces 1, then, the lower ends of the support rods 21 and the corresponding fixing pieces 1 are sequentially welded together through a welding tool, next, the operator hangs the lifting device 3 on the annular hooks of the support rod connecting pieces 22, namely, the installation work of the wall body steel form lifting device is completed, and finally, the operator can control the lifting part of the lifting device 3 to be connected with the wall body steel form 5 and then control the lifting device 3 to lift or descend the wall body steel form 5.
When the lower end of the supporting rod 21 is connected with the corresponding fixing piece 1, an operator can also connect through the connecting piece, the fixing piece locking buckle at one end of the connecting piece is connected with the fixing piece 1, and the supporting rod locking buckle at the other end of the connecting piece is connected with the lower end of the supporting rod 21. Because the fixing piece locking buckle and the supporting rod locking buckle are both rotationally connected with the connecting column, the connecting piece is faster and simpler when being connected with the fixing piece 1 and the supporting rod 21.
Example 2
In this embodiment, the procedure before use is identical to that before use in embodiment 1 described above, and will not be described.
When the wall steel template lifting device is used, if the fixing holes are inclined fixing holes, an operator firstly installs the fixing pieces 1 in the inclined fixing holes, so that the three fixing pieces 1 do not shake, then, the operator props up and props up the support frame 2, the lower ends of the support rods 21 are sleeved in the corresponding fixing pieces 1, then, the operator hangs the lifting device 3 on the annular hooks of the support rod connecting pieces 22, and then the installation work of the wall steel template lifting device is completed, finally, the operator can control the lifting part of the lifting device 3 to be connected with the wall steel template 5, and then, the lifting or descending operation of the wall steel template 5 is carried out by controlling the lifting device 3. An operator can meet the hoisting requirements of different wall heights by controlling the hoisting equipment 3; the complex scaffold erecting process is avoided, and the wall pouring work is completed more efficiently.
In the sleeving process of the fixing piece 1 and the lower end of the supporting rod 21, if the fixing piece 1 is in a rod-shaped structure, and the outer diameter of the rod-shaped structure is smaller than the inner diameter of the supporting rod 21, the sleeving connection is that the supporting rod 21 is sleeved outside the fixing piece 1; if the fixing piece 1 is of a tubular structure, and the inner diameter of the fixing piece 1 is larger than the outer diameter of the supporting rod 21, the supporting rod 21 is sleeved in the fixing piece 1; if the fixing piece 1 is in a tubular structure, and the outer diameter of the fixing piece 1 is smaller than the inner diameter of the supporting rod 21, the supporting rod 21 is sleeved outside the fixing piece 1.
Referring to fig. 7-9, in the assembling process of the support frame 2 of the embodiment 1 and the embodiment 2, the support bar connecting piece 22 with the fastening buckle piece can be replaced by the support bar connecting piece 22 with the inclined connecting hole, and in use, the three support bars 21 are respectively inserted into the inclined connecting holes corresponding to the support bar connecting piece 22, and then the assembly of the support frame 2 can be completed rapidly.
Example 3
Before use, first, an operator moves each component of the utility model to a construction site to be ready for use;
Then, the operator assembles the support frame 2; when in assembly, an operator connects three support rods 21 on corresponding fastening fasteners of the support rod connecting pieces 22 at equal intervals respectively, and then the assembly of the support frame 2 is completed; the equidistant means that the distances from the end to the connecting part are the same when each supporting rod 21 is connected;
Then, the operator props up the support frame 2 to prop open, and then, the operator marks a fixed point on the operation platform 4 by using a marking pen to the supporting point below the support frame 2;
When the wall body pouring device is used, an operator punches holes on the fixed point marked on the operation platform 4 through a punching tool, then the operator vertically embeds the fixing piece 1, and the operator can perform pouring work of the next layer of wall body; when pouring, an operator makes the height of the fixing piece 1 be higher than the height of the poured wall body after meeting the height of the poured wall body, and the wall body after the poured wall body is solidified is the operation platform 4, so that a series of operation flows in use of the embodiment 1 can be performed, and the embodiment is not described.
In the use process, operators can meet the hoisting demands of different wall heights by controlling the hoisting equipment 3, so that time and labor are saved when the wall steel template 5 is hoisted, and the labor intensity of the operators is reduced to the maximum extent; the problems that the traditional method possibly causes safety accidents such as high-altitude falling and object striking in the process of setting up the frame, the working face is limited, operators are crowded, bystanders are easily injured and the like are avoided, the working efficiency is improved, and the wall casting work is completed more efficiently.
Finally, it should be noted that the above-mentioned embodiments illustrate rather than limit the utility model in any way, and that those skilled in the art will be able to utilize the above-mentioned embodiments and modifications of the utility model as well as equivalent embodiments. However, any simple modification, equivalent variation and variation of the above embodiments according to the technical substance of the present utility model still fall within the protection scope of the technical solution of the present utility model.
Claims (10)
1. The utility model provides a retaining wall steel form hoist and mount subassembly which characterized in that, it includes:
The lower ends of the fixing pieces (1) are connected with the operation platform (4);
The lower ends of the supporting frames (2) are correspondingly connected to the fixing pieces (1);
the hoisting equipment (3), the hoisting equipment (3) is detachably connected to the supporting frame (2);
wherein, lifting device (3) are used for hoisting wall steel form (5).
2. The retaining wall steel form hoisting assembly according to claim 1, characterized in that the fixing members (1) are vertically connected to the operation platform (4) or are obliquely connected to the operation platform (4), wherein the fixing members (1) are arranged in a triangle shape.
3. A retaining wall steel form hoisting assembly as claimed in claim 1, characterized in that the operating platform (4) is a concrete foundation or a wall cast from the previous section.
4. The retaining wall steel form hoisting assembly according to claim 1, wherein the connecting end of the fixing piece (1) is fixedly connected or movably connected with the lower end of the supporting frame (2), and the fixing piece (1) is of a rod-shaped structure or a tubular structure.
5. The retaining wall steel form hoisting assembly of claim 4 wherein the fixed connection is a welded connection; the movable connection is sleeved connection or connected together through a connecting piece.
6. A retaining wall steel form hoisting assembly according to claim 1, characterized in that the support frame (2) comprises:
A plurality of support rods (21);
A support rod connecting piece (22), wherein the support rod connecting piece (22) is positioned at the upper parts of a plurality of support rods (21),
The support rod connecting pieces (22) are used for connecting the support rods (21) into a triangular support frame body.
7. A retaining wall steel form hoisting assembly as claimed in claim 6, characterized in that the support bar (21) is of tubular construction;
The supporting rod connecting piece (22) comprises a connecting seat and fastening fasteners, wherein the three fastening fasteners are respectively arranged in a triangle shape and obliquely connected to the outer side of the connecting seat, and annular hooks matched with the hoisting equipment (3) to complete work are further arranged at the bottom of the connecting seat.
8. The retaining wall steel form hoisting assembly according to claim 6, wherein the support rod connecting piece (22) is integrally in a triangular plate-shaped structure, three inclined connecting holes for sleeving the support rods (21) are formed in the triangular plate-shaped structure in a penetrating manner, the three inclined connecting holes are distributed in a triangular shape, and annular hooks matched with the hoisting equipment (3) to complete work are further arranged at the bottom of the triangular plate-shaped structure.
9. The retaining wall steel form hoisting assembly of claim 8, wherein the three inclined connecting holes are also provided with anti-slip pads in a ring shape.
10. The retaining wall steel form hoisting assembly according to claim 1, wherein the hoisting device (3) is a chain block or a chain electric block, and the upper end of the hoisting device (3) is suspended on an annular hook of the support rod connecting piece (22).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322897324.7U CN221116795U (en) | 2023-10-27 | 2023-10-27 | Retaining wall steel form hoisting assembly |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322897324.7U CN221116795U (en) | 2023-10-27 | 2023-10-27 | Retaining wall steel form hoisting assembly |
Publications (1)
Publication Number | Publication Date |
---|---|
CN221116795U true CN221116795U (en) | 2024-06-11 |
Family
ID=91345341
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202322897324.7U Active CN221116795U (en) | 2023-10-27 | 2023-10-27 | Retaining wall steel form hoisting assembly |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN221116795U (en) |
-
2023
- 2023-10-27 CN CN202322897324.7U patent/CN221116795U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206233576U (en) | For the hydraulic pressure lift turnover formwork construction device of bundled-tube structure chimney | |
CN206110656U (en) | Scalable foldable integrally lift up tube formwork of elevartor shaft | |
CN105201195A (en) | Liftable supporting leg type elevator shaft construction platform and method | |
CN108979131B (en) | Integral lifting platform device for high-rise building construction steel formwork and operation frame | |
CN103485574B (en) | A kind of granulation tower tower top structure of reinforced concrete method | |
CN202347842U (en) | Hydraulic climbing template device of high-rise building | |
CN210483094U (en) | Inverted triangular pipe truss lifting device | |
CN221116795U (en) | Retaining wall steel form hoisting assembly | |
CN211173007U (en) | Novel tripod of encorbelmenting | |
CN111827648A (en) | Construction device and method for down-supporting type overhanging scaffold | |
CN111809528A (en) | Pier column vertical back cage platform channel construction method and back cage platform channel device | |
CN202689489U (en) | Frame column construction operation frame | |
CN211114849U (en) | Device for controlling lifting of cast-in-place wet joint bottom die of precast beam | |
CN107059654A (en) | The compound overlength Hanging basket on front support of single cable plane and its installation method | |
CN209227391U (en) | Self-propelled bridge-collision-avoidance wall form trolley | |
CN211341606U (en) | Operating platform for structural light well part | |
CN212176590U (en) | Outer frame safety protection structure is exempted from to assembled building | |
CN206800201U (en) | The compound Hanging basket on front support of single cable plane | |
JP3811846B2 (en) | Steel tower dismantling method and apparatus | |
CN106760464B (en) | Elevator shaft operating platform and its construction method | |
JP2961306B2 (en) | Work scaffold | |
CN217480795U (en) | Combined building formwork structure | |
CN221031324U (en) | Telescopic shaft platform with turnover hanging head | |
CN219118715U (en) | Elevator well safety protection and operation platform integrated device | |
CN213038825U (en) | Construction work platform in deep shaft |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |