CN219637814U - Large-scale template running gear of concrete link plate straight wall - Google Patents
Large-scale template running gear of concrete link plate straight wall Download PDFInfo
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- CN219637814U CN219637814U CN202320624668.8U CN202320624668U CN219637814U CN 219637814 U CN219637814 U CN 219637814U CN 202320624668 U CN202320624668 U CN 202320624668U CN 219637814 U CN219637814 U CN 219637814U
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- 239000004567 concrete Substances 0.000 title claims abstract description 18
- 238000009415 formwork Methods 0.000 claims description 33
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 238000005253 cladding Methods 0.000 claims 5
- 230000007306 turnover Effects 0.000 abstract description 5
- 230000003028 elevating effect Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 5
- 238000011065 in-situ storage Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a large-scale template running gear of concrete link up board straight wall, includes large-scale template of link up board straight wall and hat beam template, and the device includes lower part running gear, elevating system, upper portion running gear, traction mechanism, lower part running gear and elevating system set up large-scale template bottom of link up board straight wall, traction mechanism sets up on the large-scale template direction of advance of link up with large-scale template of link up board straight wall, upper portion running gear sets up large-scale template top of link up board straight wall, upper portion running gear includes U-shaped connecting piece, branch, walking wheel, and one side wall of the U-shaped connecting piece of inversion links to each other with large-scale template of link up board straight wall, the inboard of another lateral wall transversely is provided with branch, and the tip of branch is provided with the walking wheel, and the walking wheel walks on hat beam template. The utility model can finish the turnover of the large template of the hanging plate straight wall in a short time, has convenient turnover, simple operation and gentle and stable moving process, reduces the deformation of the template and ensures the engineering quality.
Description
Technical Field
The utility model belongs to the technical field of walls, and particularly relates to a concrete hanging plate straight wall template traveling device.
Background
In a certain project, the existing traffic trunk lines (large river and riverbank) along the river are on two sides of the river, residential areas are dense, and in order to meet the width of the channel and avoid damaging the existing municipal facilities, the concrete filling pile hanging plate straight wall structure is designed to protect the walls. The cast-in-situ reinforced concrete hanging plate straight wall with the diameter of 1.0m and 1.2m, the pile length of 16.1m and 17.1m, the pile spacing of 1.2m and 1.4m, the crown beam (cap beam) arranged at the pile top, the size of 1.5m multiplied by 0.8m (width multiplied by height), the design thickness of the continuous wall upstream surface of the cast-in-situ reinforced concrete hanging plate straight wall with the height of 5.5m and the single bin length of 22.4m is adopted as the cast-in-situ pile to form a clear water platform.
The clear water platform has higher requirements on appearance quality, in view of the above conditions, the concrete templates of the vertical wall hanging plate adopt steel templates, the single block size is 5.5m high by 1.5m wide, the single block weight is about 1.822 tons, 15 templates are total for each concrete bin, the total length is 22.7m, and the total weight is about 27.3t. Through field test, adopt monolithic template dismantlement and crane hoist and mount scheme, whole storehouse is installed and is torn open the template duration longer, and dismantles repeatedly and lead to template and template seam to destroy seriously, causes the template life to shorten, construction cost is high, restriction construction progress, be unfavorable for quality control and potential safety hazard great. In the continuous theoretical research and the field trial process, steel templates required by each concrete cabin are reinforced and connected into a whole by using profile steel, repeated disassembly is not needed after one-step forming, but the total weight of the whole single template is about 30 tons, the existing field cannot meet the hoisting requirement, and the template turnover cannot be completed through hoisting by a crane, so that a travelling device for moving a high and large template is urgently needed at present.
Disclosure of Invention
The technical problem to be solved by the utility model is to provide the large-scale formwork walking device for the concrete hanging plate straight wall, which has the advantages of reasonable design, simplicity in operation, low construction cost and high construction efficiency.
The technical scheme adopted for solving the technical problems is as follows: the utility model provides a large-scale template running gear of concrete link up board straight wall, includes large-scale template of link up board straight wall and hat beam template, and the device includes lower part running gear, elevating system, upper portion running gear, traction mechanism, lower part running gear and elevating system set up large-scale template bottom of link up board straight wall, traction mechanism sets up on the large-scale template direction of advance of link up with large-scale template of link up board straight wall, upper portion running gear sets up large-scale template top of link up board straight wall, upper portion running gear includes U-shaped connecting piece, branch, walking wheel, and one side wall of the U-shaped connecting piece of inversion links to each other with large-scale template of link up board straight wall, the inboard of another lateral wall transversely is provided with branch, and the tip of branch is provided with the walking wheel, and the walking wheel walks on hat beam template.
As a preferable technical scheme, the upper travelling mechanism further comprises a groove-shaped guide rail matched with the travelling wheel, the groove-shaped guide rail is arranged on the crown beam template, and the travelling wheel is positioned in the groove-shaped guide rail.
As a preferable technical scheme, the lower traveling mechanism is composed of at least 2 tank trucks.
As a preferred technical solution, the lifting mechanism consists of at least 2 hydraulic jacks.
As a preferable technical scheme, the traction mechanism is a winch.
As an optimal technical scheme, the large-scale formwork of the hanging plate straight wall is formed by connecting a plurality of steel formwork units into a whole, and the sizes of the steel formwork units are 5.5m multiplied by 1.5m.
The beneficial effects of the utility model are as follows:
the lower travelling mechanism, the lifting mechanism, the upper travelling mechanism and the traction mechanism form the travelling system of the large formwork of the hanging plate straight wall, the turnover of the large formwork of the hanging plate straight wall can be completed in a short time, the turnover is convenient, the operation is simple, compared with the traditional hoisting technology, the related cost of matching a crane and a digging machine is removed, the construction cost is greatly saved, the moving process is gentle and stable, the deformation of the formwork is reduced, and the engineering quality is ensured.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is an enlarged schematic view of a portion a of fig. 1.
Fig. 3 is a right side view of fig. 1.
Fig. 4 is an enlarged schematic view of a portion B of fig. 3.
Wherein: the large-scale template of link plate straight wall 1, tank carrier 2, crown beam template 3, U-shaped connecting piece 4, branch 5, walking wheel 6, groove-shaped guide rail 7, hoist engine 8, hydraulic jack 9.
Detailed Description
The present utility model will be described in further detail with reference to the drawings and examples, but the present utility model is not limited to the following embodiments.
In fig. 1, 2, 3 and 4, the running gear of the large concrete vertical wall formwork 1 of this embodiment includes large vertical wall formwork 1 and crown beam formwork 3, large vertical wall formwork 1 is formed by fifteen steel formwork units connected as a whole, the shape of large vertical wall formwork 1 is the same as the shape of the casting bin surface, the size of the steel formwork unit is 5.5mx1.5 m, the weight of the single steel formwork unit is about 1.822 tons, tank trucks 2 of 1 18T are respectively installed at the front end and the rear end of the bottom of large vertical wall formwork 1 for assisting the movement of large vertical wall formwork 1, 2 hydraulic jacks 9 are installed between the two tank trucks 2 at the position close to the bottom of the side of large vertical wall formwork 1 for vertically lifting and adjusting the large vertical wall formwork 1, a winch 8 is fixedly installed on a cushion layer positioned at the side of the pouring pile in the advancing direction of the large vertical wall formwork 1, a steel wire rope of the winch 8 is fixedly connected with the large vertical wall formwork 1, and a large vertical wall formwork 1 is fixedly connected with a screw thread tightening mechanism for the large vertical wall formwork 1, and the running gear of the large vertical wall formwork 1 is provided with a large vertical wall formwork 1 in the running gear.
The upper travelling mechanism of the embodiment comprises a U-shaped connecting piece 4, a supporting rod 5 and travelling wheels 6, wherein one side wall of the inverted U-shaped connecting piece 4 is fixedly connected with a hanging plate straight wall large-scale formwork 1 through a threaded fastener, the supporting rod 5 is transversely and fixedly arranged on the inner side of the other side wall, the travelling wheels 6 are arranged at the end parts of the supporting rods 5, the trough-shaped guide rail 7 is arranged on the back water side of the installed crown beam formwork 3, and the travelling wheels 6 are positioned in the trough-shaped guide rail 7.
The working principle of the utility model is as follows:
the method comprises the steps of finishing pouring of one bin surface of a vertical wall of a hanging plate, removing head templates on two sides of the upstream and downstream, installing a crown beam template 3 on the back surface of a next to-be-poured bin, installing groove-shaped guide rails 7 on the crown beam template 3, removing anchors of upper and lower conical wire sleeves for fixing the vertical wall large template 1, loosening but not removing counter anchor bolts of the top of the vertical wall large template 1 and the crown beam template 3 of the poured bin, preventing the vertical wall large template 1 from being overturned, lifting the vertical wall large template 1 by 2 hydraulic jacks 9 with steps, respectively placing the two tank carriers 2 at three points of the length of the whole set of templates when the lifting height reaches the height of the tank carrier 2, adjusting the direction of the tank carrier 2 to be parallel to the moving direction of the templates, and enabling the whole vertical wall large template 1 to be placed on the tank carrier 2 by hydraulic jacks 9, and enabling the traveling wheels to move from the top of the vertical wall large template 1 to form a self-moving system to the top of the tank carrier 1, and the running wheels to be mounted on the top of the tank carrier 2, and the running system is arranged in the top of the tank carrier 1 is moved to the top of the tank carrier 2, and the running system is moved to the top of the tank carrier 2 is correspondingly to the top of the tank carrier 3 is moved to form a large template 1, and the running system is moved to be mounted to the top of the tank carrier is slowly moves to the top of the roof template 3 is mounted on the top of the top template is mounted on the top of the tank template is mounted and is mounted on the top of the tank template is mounted. After the large-scale template 1 of link plate straight wall moves in place, firstly installing the opposite-pull anchor rods of the top of the large-scale template 1 of link plate straight wall and the crown beam template 3 of the to-be-poured warehouse, after ensuring that the large-scale template 1 of link plate straight wall cannot be overturned, dismantling an upper travelling system, slowly jacking up the large-scale template 1 of link plate straight wall by using a hydraulic jack 9, after moving out of the tank carrier 2, unloading the force of the hydraulic jack 9 to enable the large-scale template 1 of whole link plate straight wall to be in place, and reinforcing the template for concrete pouring after local fine tuning.
Claims (6)
1. The utility model provides a large-scale template running gear of concrete link plate straight wall, includes large-scale template of link plate straight wall and crown beam template, its characterized in that: the device comprises a lower travelling mechanism, a lifting mechanism, an upper travelling mechanism and a traction mechanism, wherein the lower travelling mechanism and the lifting mechanism are arranged at the bottom of a large hanging plate straight wall formwork, the traction mechanism is arranged on the advancing direction of the large hanging plate straight wall formwork and is connected with the large hanging plate straight wall formwork, the upper travelling mechanism is arranged at the top of the large hanging plate straight wall formwork and comprises a U-shaped connecting piece, a supporting rod and travelling wheels, one side wall of the inverted U-shaped connecting piece is connected with the large hanging plate straight wall formwork, the supporting rod is transversely arranged at the inner side of the other side wall, the travelling wheels are arranged at the end parts of the supporting rod, and the travelling wheels travel on the crown beam formwork.
2. The running gear of a concrete cladding straight wall large-scale form according to claim 1, wherein: the upper travelling mechanism further comprises a groove-shaped guide rail matched with the travelling wheels, the groove-shaped guide rail is arranged on the crown beam template, and the travelling wheels are positioned in the groove-shaped guide rail.
3. The running gear of a concrete cladding straight wall large-scale form according to claim 1, wherein: the lower travelling mechanism consists of at least 2 tank trucks.
4. The running gear of a concrete cladding straight wall large-scale form according to claim 1, wherein: the lifting mechanism consists of at least 2 hydraulic jacks.
5. The running gear of a concrete cladding straight wall large-scale form according to claim 1, wherein: the traction mechanism is a winch.
6. The running gear of a concrete cladding straight wall large-scale form according to claim 1, wherein: the large-scale template of the hanging plate straight wall is formed by connecting a plurality of steel template units into a whole, and the sizes of the steel template units are 5.5m multiplied by 1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320624668.8U CN219637814U (en) | 2023-03-27 | 2023-03-27 | Large-scale template running gear of concrete link plate straight wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320624668.8U CN219637814U (en) | 2023-03-27 | 2023-03-27 | Large-scale template running gear of concrete link plate straight wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219637814U true CN219637814U (en) | 2023-09-05 |
Family
ID=87808512
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320624668.8U Active CN219637814U (en) | 2023-03-27 | 2023-03-27 | Large-scale template running gear of concrete link plate straight wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219637814U (en) |
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2023
- 2023-03-27 CN CN202320624668.8U patent/CN219637814U/en active Active
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