CN220132761U - Porous culvert chamber pier wall slipform construction device - Google Patents
Porous culvert chamber pier wall slipform construction device Download PDFInfo
- Publication number
- CN220132761U CN220132761U CN202321624173.1U CN202321624173U CN220132761U CN 220132761 U CN220132761 U CN 220132761U CN 202321624173 U CN202321624173 U CN 202321624173U CN 220132761 U CN220132761 U CN 220132761U
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- Prior art keywords
- porous
- construction device
- wall
- slip
- culvert
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- 238000009751 slip forming Methods 0.000 title claims abstract description 18
- 230000009194 climbing Effects 0.000 claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 18
- 239000000463 material Substances 0.000 abstract description 5
- 238000003491 array Methods 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000003490 calendering Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a porous culvert chamber pier wall slip form construction device which comprises trusses arranged on two sides of a pier wall in array arrangement, wherein slip form climbing rods are arranged in the pier wall, jacking components are arranged on the slip form climbing rods, an operation platform is arranged between the two trusses, a side form is hung on one side of each truss, and the jacking components drive the operation platform, the trusses and the side forms to vertically move along the slip form climbing rods; the porous culvert chamber pier wall slip form construction device can realize one-time continuous and rapid construction when in use, and a frame die is not needed in construction, and the special-shaped structure can be formed by one-time die drawing, so that the material use and consumption are reduced, and the device is suitable for popularization and use.
Description
Technical Field
The utility model relates to the technical field of water conservancy construction, in particular to a porous culvert chamber pier wall slip-form construction device.
Background
The existing culvert chamber top plate adopts a construction technology of fixing templates such as a full framing, an aluminum-combined template, a wood pattern or a steel die assembled as a bottom plate, a simple support, a shaping steel template and the like, and needs to be embedded with anchors and a supporting system to fix the templates, a large amount of wood, steel or plastic is needed to manufacture the templates, and a large amount of auxiliary materials are needed to finish fixing support. If the construction organization is abnormal, secondary frame die pouring is also needed.
The construction period is generally longer, the construction period cannot be used quickly, a large amount of machinery and manpower are required to be used cooperatively, the construction cost is increased, the construction quality and safety cannot be guaranteed, the recycling rate is low, and the construction is environment-friendly and poor in economical efficiency.
Disclosure of Invention
The utility model aims to solve the problems and provide a method which can realize one-time continuous and rapid construction, does not need to support a die in the construction, can realize one-time die drawing forming of a special-shaped structure, and reduces material use and consumption.
In order to achieve the above purpose, the technical scheme of the utility model is as follows: the utility model provides a porous mound wall slipform construction device of containing room, includes the truss of mound wall both sides that sets up at the array arrangement, be equipped with slipform pole in the mound wall, be equipped with the jacking subassembly on the slipform pole, two be equipped with operation platform between the truss, the side form has been hung to one side of truss, jacking subassembly drives operation platform, truss and side form along the vertical motion of slipform pole.
Preferably, the outermost pier wall is provided with an outer mold support, and an inner mold support is arranged between the two pier walls.
Preferably, the outer die support and the inner die support are supported by square timber.
Preferably, the sliding mode climbing pole is a steel pipe with the diameter of 48mm and the wall thickness of 3.5 mm.
Preferably, the sliding mode climbing pole is vertically cast in the pier wall.
Preferably, the lifting assembly is a jack and/or an electric hoist.
Preferably, a sliding mode hanging bracket is arranged after the truss slides upwards.
The utility model discloses a porous culvert chamber pier wall slip form construction device which comprises a plurality of pier walls arranged in arrays, wherein trusses are arranged on two sides of each pier wall, slip form climbing rods are arranged in each pier wall, a jacking component is arranged on each slip form climbing rod, an operation platform is arranged between the two trusses, a side form is hung on one side of each truss, and the jacking component drives the operation platform, each truss and the corresponding side form to vertically move along the slip form climbing rods; compared with the prior art, the porous culvert chamber pier wall slip form construction device has the beneficial effects that the one-time continuous and quick construction can be realized when the device is used, a frame die is not needed in the construction, the special-shaped structure can be formed by one-time die drawing, and the use and consumption of materials are reduced.
Drawings
FIG. 1 is a schematic structural view of a porous culvert chamber pier wall slip-form construction device.
Fig. 2 is a schematic diagram of a sliding formwork construction device for pier walls in porous culvert chambers after sliding lifting.
In the figure: 1. pier walls; 2. a sliding mode climbing rod; 3. an outer mold support; 4. supporting an inner mold; 5. truss; 6. a side mold; 7. an operating platform; 8. a jacking assembly; 9. and a sliding mode hanging bracket.
Detailed Description
The utility model will now be described in further detail with reference to the accompanying drawings. The drawings are simplified schematic views illustrating the basic structure of the present utility model by way of illustration only, and thus show only the constitution related to the present utility model.
Please refer to fig. 1, a porous culvert chamber mound wall slipform construction device, mound wall 1 including a plurality of arrays are set up, the both sides of mound wall 1 are equipped with truss 5, be equipped with slipform pole 2 in the mound wall 1, be equipped with jacking subassembly 8 on the slipform pole 2, two be equipped with operation platform 7 between the truss 5, side form 6 has been hung to one side of truss 5, jacking subassembly 8 drives operation platform 7, truss 5 and side form 6 along the vertical motion of slipform pole 2 to realize the smooth rising of side form.
The sliding lifting back side mould falls onto the pier wall 1 as shown in fig. 2, so that concrete is conveniently poured in the side mould, and after pouring is finished and solidification is finished, the whole body is continuously lifted upwards in a sliding way, and the pouring is performed repeatedly.
In the scheme of the utility model, the outermost pier wall 1 is provided with the outer mold support 3, the inner mold support 4 is arranged between the two pier walls 1, and the outer mold support 3 and the inner mold support 4 are both supported by square timber.
The sliding-mode climbing pole 2 is a steel pipe with the diameter of 48mm and the wall thickness of 3.5mm, the sliding-mode climbing pole 2 is vertically cast in the pier wall 1, and the jacking component 8 is a jack and/or an electric lifter.
Furthermore, the truss 5 is provided with a sliding mode hanging frame 9 after ascending, and after ascending, the concrete poured before is exposed, so that the spilled concrete can be conveniently sprayed on the sliding mode hanging frame 9 for maintenance and the surface calendering treatment of the concrete.
In the utility model, the slip form construction is also called a slip form, the whole body is provided with power through a jack, an electric hoist and the like to drive the side form to slide, and the slip form is slid along the concrete surface by taking a slip form climbing rod 2 as a reference in the sliding process, so that the node side form enclosure pouring is realized; the construction method realizes one-time continuous and quick construction, a die is not required to be arranged in the construction, the special-shaped structure can be formed by sliding the die once, the material use and consumption are reduced, the smoothness of the finished product is easy to control, and the engineering quality and effect are ensured.
It is apparent that the above examples are given by way of illustration only and are not limiting of the embodiments. Other variations or modifications of the above teachings will be apparent to those of ordinary skill in the art. It is not necessary here nor is it exhaustive of all embodiments. While still being apparent from variations or modifications that may be made by those skilled in the art are within the scope of the utility model.
Claims (7)
1. The utility model provides a porous mound wall slipform construction device of containing room, its characterized in that, including the truss of setting up in the mound wall both sides of array arrangement, be equipped with the slipform pole of climbing in the mound wall, be equipped with the jacking subassembly on the slipform pole of climbing, two be equipped with operation platform between the truss, the side form has been hung to one side of truss, jacking subassembly drives operation platform, truss and side form along the vertical motion of slipform pole of climbing.
2. The porous culvert-room pier wall slip-form construction device of claim 1, wherein an outer-mold support is provided on an outermost pier wall, and an inner-mold support is provided between two pier walls.
3. The porous culvert pier wall slip-form construction device of claim 2, wherein the outer mold support and the inner mold support are both supported by square lumber.
4. The porous culvert-room pier wall slip-form construction device of claim 1, wherein the slip-form climbing rod is a steel pipe with a diameter of 48mm and a wall thickness of 3.5 mm.
5. The porous culvert-room pier wall slip-form construction device of claim 4, wherein the slip-form climbing rod is cast vertically within the pier wall.
6. The porous culvert pier wall slip-form construction device of claim 1, wherein the jacking assembly is a jack and/or an electric hoist.
7. The porous culvert-room pier wall slip-form construction device of claim 1, wherein the truss is provided with a slip-form hanger after being lifted upwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321624173.1U CN220132761U (en) | 2023-06-26 | 2023-06-26 | Porous culvert chamber pier wall slipform construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321624173.1U CN220132761U (en) | 2023-06-26 | 2023-06-26 | Porous culvert chamber pier wall slipform construction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220132761U true CN220132761U (en) | 2023-12-05 |
Family
ID=88954219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321624173.1U Active CN220132761U (en) | 2023-06-26 | 2023-06-26 | Porous culvert chamber pier wall slipform construction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220132761U (en) |
-
2023
- 2023-06-26 CN CN202321624173.1U patent/CN220132761U/en active Active
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