CN106677035B - Creeping type slip form device - Google Patents
Creeping type slip form device Download PDFInfo
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- CN106677035B CN106677035B CN201710144237.0A CN201710144237A CN106677035B CN 106677035 B CN106677035 B CN 106677035B CN 201710144237 A CN201710144237 A CN 201710144237A CN 106677035 B CN106677035 B CN 106677035B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
- E01C19/4886—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ for forming in a continuous operation kerbs, gutters, berms, safety kerbs, median barriers or like structures in situ, e.g. by slip-forming, by extrusion
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The invention provides a creeping sliding form device, and relates to the technical field of civil engineering and building construction. The creeping sliding formwork device comprises a main walking beam, a hanging formwork beam, a construction formwork, at least two positioning pieces and a sliding locking piece. One end of the positioning piece is connected with the main walking beam, and the other end of the positioning piece is used for being fixed with the ground. The mold hanging beam is connected with the main walking beam in a sliding mode. The construction template is connected with the hanging template beam. The sliding locking piece comprises a first transmission piece and a second transmission piece, the first transmission piece is arranged on the mold hanging cross beam, the second transmission piece is arranged on the main walking cross beam, and the first transmission piece is meshed with the second transmission piece. The creeping sliding mode device provided by the invention can reduce the prefabricated field, simplify the construction process, and can move forward automatically to accelerate the cast-in-place construction speed on site, reduce the construction cost and ensure the integrity and the attractiveness of the side ditch.
Description
Technical Field
The invention relates to the technical field of civil engineering and building construction, in particular to a creeping sliding form device.
Background
At present, the structures of ditches such as side ditches of roads and bridges, peripheral ditches of buildings and the like generally adopt precast concrete blocks or assembled templates to pour concrete. Prefabricated components are usually prefabricated intensively near a prefabrication yard or a construction site and then transported to an installation part for assembly. And the vertical mold pouring adopts a common glued wooden template to combine and reinforce to form a structural form of a side ditch, and then concrete is poured for forming.
Both of these prior art solutions have certain drawbacks: firstly, the assembly of precast concrete blocks needs a special precast site, the assembly of finished precast concrete blocks needs a plurality of processes and the transportation loss is large, and the conventional method also has relatively high cost. The mode of adopting the template to cast in situ needs to consume more manpower, the construction period is longer, and the smoothness of the line type of the side ditch is difficult to ensure.
Therefore, it is an urgent need to design a device to effectively solve the above problems.
Disclosure of Invention
The invention aims to provide a creeping sliding formwork device which can reduce the prefabrication field and simplify the construction process, and meanwhile, the creeping sliding formwork device is applied to low walls and the like and can automatically creep to advance so as to accelerate the cast-in-place construction speed on site, reduce the construction cost and ensure the integrity and the attractiveness of the construction.
Another object of the present invention is to provide a creeping sliding form apparatus, which is applied to an inner side formwork erection such as a side ditch, and which can reduce a prefabricated site and simplify a construction process, and can automatically advance to accelerate a cast-in-place construction speed in a field, reduce a construction cost, and ensure integrity and beauty of the side ditch, and has a stable structure, and can be applied to a wide road.
The technical problem to be solved by the invention is realized by adopting the following technical scheme:
the invention provides a creeping sliding mode device which comprises a main walking beam, a mould hanging beam, a construction template, at least two positioning pieces and a sliding locking piece, wherein the main walking beam is connected with the mould hanging beam through a sliding piece;
one end of the positioning piece is connected with the main walking beam, and the other end of the positioning piece is used for being fixed with the ground; the mould hanging beam is connected with the main walking beam in a sliding manner; the construction template is connected with the hanging template beam; the sliding locking piece comprises a first transmission piece and a second transmission piece, the first transmission piece is arranged on the mold hanging beam, the second transmission piece is arranged on the main walking beam, and the first transmission piece is meshed with the second transmission piece.
Furthermore, the first transmission piece is a rack, the second transmission piece is a fluted disc, the fluted disc is meshed with the rack, and the sliding locking piece further comprises a rocking handle which is arranged on the fluted disc so as to drive the fluted disc to rotate.
Furthermore, a sliding groove is formed in the main walking beam, a sliding block is arranged on the mold hanging beam, and the sliding block is matched with the sliding groove; or, a sliding groove is formed in the mold hanging cross beam, a sliding block is arranged on the main walking cross beam, and the sliding block is matched with the sliding groove.
Further, the construction template comprises a template body and a height adjusting piece, wherein the template body is connected with the hanging mold beam through the height adjusting piece so as to change the distance between the construction template and the hanging mold beam.
Further, the height adjusting piece comprises a first connecting rod, two first fluted discs and a first bidirectional rack; one end of the first connecting rod is connected with the mold hanging beam, and the other end of the first connecting rod is connected with the first bidirectional rack; the two first fluted discs are rotatably connected with the mold hanging beam, the first bidirectional rack comprises two first tooth parts which are oppositely arranged, and the two first fluted discs are respectively meshed with one of the first tooth parts.
Further, the construction template comprises a template body and an adjustable template assembly, and the template body is connected with the template hanging beam; the adjustable template component comprises a first inclined plate and a first angle adjusting piece, the first inclined plate is arranged in the same direction as the template body, one end of the first inclined plate is connected with one end of the template body in a rotating mode, the other end of the first inclined plate is connected with the other end of the template body through the first angle adjusting piece, and therefore the inclination angle of the first inclined plate can be adjusted.
Further, the first angle adjusting piece comprises a second connecting rod, two second fluted discs and a second bidirectional rack; one end of the second connecting rod is connected with the first inclined plate, and the other end of the second connecting rod is connected with the second bidirectional rack; the two second fluted discs are rotatably connected with the template body, the second bidirectional rack comprises two second tooth parts which are oppositely arranged, and the two second fluted discs are respectively meshed with one of the second tooth parts.
Furthermore, the adjustable template assembly further comprises a second inclined plate and a second angle adjusting piece, the second inclined plate and the template body are arranged in the same direction, and the first inclined plate and the second inclined plate are arranged on two sides of the template body; and one end of the second inclined plate is rotatably connected with one end of the template body, and the other end of the second inclined plate is connected with the other end of the template body through the second angle adjusting piece so as to adjust the inclination angle of the second inclined plate.
The invention provides another creeping sliding formwork device which comprises two main walking beams, two mould hanging beams, a transverse rod, two construction formworks, six positioning pieces and two sliding locking pieces;
the two main walking beams are oppositely arranged and connected through the transverse rod, one end of each of the three positioning pieces is connected with two ends and the middle of one of the main walking beams respectively, the other end of each of the three positioning pieces is used for being fixed with the ground, one end of each of the other three positioning pieces is connected with two ends and the middle of the other main walking beam respectively, and the other end of each of the other three positioning pieces is used for being fixed with the ground; the two mould hanging cross beams are oppositely arranged and are respectively connected with one main walking cross beam in a sliding manner; each construction template is connected with one of the hanging formwork cross beams; the sliding locking piece comprises a first transmission piece and a second transmission piece, the first transmission piece is arranged on the mold hanging beam, the second transmission piece is arranged on the main walking beam, and the first transmission piece is meshed with the second transmission piece.
Furthermore, at least one construction template comprises a template body and an adjustable template assembly, wherein the template body is connected with the template hanging beam; adjustable template subassembly includes first swash plate and first angle regulating part, first swash plate with the template body syntropy sets up, just the one end of first swash plate with the one end of template body is rotated and is connected, the other end of first swash plate with the other end of template body passes through first angle regulating part is connected, in order to adjust the inclination of first swash plate.
The embodiment of the invention has the beneficial effects that:
the creeping sliding form device provided by the invention can reduce the prefabricating field and simplify the construction process through constructing the template. Meanwhile, the creeping sliding mode device is applied to low walls and the like, and the position of the creeping sliding mode device can be quickly and conveniently adjusted to realize self-advancing without dismounting a construction template through the matching of the first transmission piece and the second transmission piece, so that the site cast-in-place construction speed is accelerated, the construction cost is reduced, and the construction integrity and the attractiveness can be ensured.
The creeping sliding formwork device is applied to trapezoidal side ditches, vertical groove type side ditches and the like, can reduce the prefabrication field and simplify the construction process, can automatically advance to accelerate the cast-in-situ construction speed on site, reduce the construction cost and ensure the integrity and the attractiveness of the side ditches, and is provided with a plurality of positioning pieces to ensure the stable structure of the creeping sliding formwork device.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate a certain embodiment of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic view of a creeping sliding-mode apparatus according to a first embodiment of the present invention.
Fig. 2 is a schematic structural view of the creeping sliding-mode apparatus according to the first embodiment of the present invention from another perspective.
Fig. 3 is a schematic structural view of a height adjusting member of a sliding mode apparatus according to a first embodiment of the present invention.
Fig. 4 is a schematic structural view of a peristaltic sliding-mode device according to a second embodiment of the present invention.
Icon: 100-a creeping sliding mode device; 110-main walking beam; 112-a chute; 120-hanging a mould beam; 122-a slider; 130-construction of a template; 132-a template body; 134-height adjustment; 1341-a first connecting rod; 1343-a first toothed disc; 1345-a first bidirectional rack; 1340-a first tooth; 1347-a first rocking handle; 136-an adjustable template assembly; 1361-a first swash plate; 1363-first angle adjuster; 1365-a second swash plate; 1367-second angle adjuster; 140-a positioning element; 142-a screw; 144-a fastening nut; 150-a sliding lock; 152-a first transmission member; 154-a second transmission; 156-a rocker handle; 200-creeping sliding mode device; 210-transverse bar.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it should be noted that the terms "upper", "inner", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the present invention are conventionally placed in use, and are only used for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the devices or elements indicated must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should also be noted that, unless otherwise specified or limited more specifically, the terms "disposed" and "connected" are to be construed broadly, and for example, "connected" may be a fixed connection, a detachable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Two embodiments of the present invention will be described in detail below with reference to the drawings, and features in the following embodiments may be combined with each other without conflict.
First embodiment
Fig. 1 is a schematic view of a creeping sliding-mode apparatus 100 according to a first embodiment of the present invention. Referring to fig. 1, the creeping sliding mode apparatus 100 according to the present embodiment includes a main walking beam 110, a hanging mold beam 120, a construction form 130, three positioning members 140, and a sliding locking member 150.
One end of the positioning member 140 is connected to the main walking beam 110, and the other end is used for fixing to the ground. The hang die cross beam 120 is slidably connected to the main walking cross beam 110. The construction forms 130 are connected to the formwork hanging beam 120. The slide lock 150 is used to control the formwork hanging beam 120 to slide or lock the formwork hanging beam 120 relative to the main walking beam 110.
Preferably, in this embodiment, the positioning member 140 is a fixed wedge, wherein one end of each of the two fixed wedges is connected to both ends of the main walking beam 110 through a screw 142 and is fastened by a fastening nut 144, one end of the other fixed wedge is connected to the middle of the main walking beam 110 through a screw 142, and the wedge-shaped end of the fixed wedge is used for being fixed to the ground, so as to stably mount the main walking beam 110.
It should be understood that in other preferred embodiments, the number and configuration of the positioning members 140 can be varied, for example, the positioning members 140 are made of common steel bars, and two or more positioning members 140 are connected to the main walking beam 110 by welding or the like.
Fig. 2 is a schematic structural view of the creeping sliding-mode apparatus 100 according to the first embodiment of the present invention from another perspective. Referring to fig. 1 and fig. 2, the main walking beam 110 is provided with a sliding groove 112, the mold hanging beam 120 is provided with a sliding block 122, and the sliding block 122 is matched with the sliding groove 112, so that the sliding connection between the main walking beam 110 and the mold hanging beam 120 is realized.
Preferably, in the present embodiment, the main walking beam 110 and the hanging mold beam 120 are slid or locked by the slide locking member 150 more time-saving and labor-saving.
With continued reference to fig. 1, the sliding locking member 150 includes a first transmission member 152 and a second transmission member 154, the first transmission member 152 is disposed on the hanging mold beam 120, the second transmission member 154 is disposed on the main walking beam 110, and the first transmission member 152 is engaged with the second transmission member 154.
Preferably, in this embodiment, the first transmission member 152 is a rack welded to the hanging die beam 120, the second transmission member 154 is a fluted disc welded to the main walking beam 110, the fluted disc is engaged with the rack, and the sliding locking member 150 further includes a rocking handle 156, and the rocking handle 156 is disposed on the fluted disc to rotate the fluted disc.
It should be understood that in other preferred embodiments, slide lock 150 can be varied, for example, slide lock 150 can include a small motor to rotate the toothed disc and thereby move the hang die cross bar 120. Alternatively, the sliding lock 150 is a belt structure to drive the mold hanging beam 120 to move.
Moreover, the connection structure between the mold hanging beam 120 and the main traveling beam 110 may also be changed differently, for example, the mold hanging beam 120 is provided with a sliding groove 112, the main traveling beam 110 is provided with a sliding block 122, and the sliding block 122 is engaged with the sliding groove 112.
Preferably, in this embodiment, the construction form 130 is a steel form. To accommodate construction environments of different heights, it is preferred that construction forms 130 include, in this embodiment, a form body 132, a height adjuster 134, and an adjustable form assembly 136.
The formwork body 132 is connected with the formwork hanging beam 120 through a height adjusting member 134 to change the distance between the construction formwork 130 and the formwork hanging beam 120.
Fig. 3 is a schematic structural view of the height adjusting member 134 of the sliding-mode apparatus 100 according to the first embodiment of the present invention. Referring to fig. 1 and 3, the height adjuster 134 includes a first connecting rod 1341, two first toothed plates 1343, and a first bidirectional rack 1345.
One end of the first connecting rod 1341 is connected to the mold hanging beam 120, and the other end is connected to the first bidirectional rack 1345. Two first toothed discs 1343 are rotatably connected to the form hanging beam 120, the first bidirectional toothed rack 1345 comprises two first teeth 1340 arranged oppositely, and the two first toothed discs 1343 are respectively engaged with one of the first teeth 1340.
In this embodiment, one end of the first connecting rod 1341 is fixed to the mold hanging beam 120 by a bolt, and the other end is welded to the first bidirectional rack 1345. Of course, in other preferred embodiments, the first connecting rod 1341 and the hanging mold beam 120 can be welded.
Preferably, in this embodiment, the creeping sliding mode apparatus 100 includes a plurality of height adjusting members 134, and the height adjusting members 134 are disposed on the steel form at equal intervals and connected to the hanging mold beam 120. It will be appreciated that the connection of the plurality of height adjustment members 134 may be structurally stable throughout the peristaltic slip-form assembly 100.
In this embodiment, the height adjuster 134 also includes a first rocker 1347 for rotating the toothed disc. In other preferred embodiments, the plurality of first chainrings 1343 can be connected by a control member, so that the plurality of height adjusters 134 can be intelligently and uniformly controlled.
It will be appreciated that in this embodiment, the height adjustment member 134 is configured to engage the first bidirectional rack 1345 and the first two toothed discs, so as to ensure the stability of the sliding mode apparatus 100, and the structure is compact and will not shake, loosen, etc.
With continued reference to fig. 2, the adjustable stencil assembly 136 includes a first inclined plate 1361, a first angle adjuster 1363, a second inclined plate 1365, and a second angle adjuster 1367.
The first inclined plate 1361 is disposed in the same direction as the template body 132, one end of the first inclined plate 1361 is rotatably connected to one end of the template body 132, and the other end of the first inclined plate 1361 is connected to the other end of the template body 132 through a first angle adjusting member 1363, so as to adjust the inclination angle of the first inclined plate 1361.
The second inclined plate 1365 is disposed in the same direction as the stencil body 132, and the first inclined plate 1361 and the second inclined plate 1365 are disposed on both sides of the stencil body 132. And one end of the second inclined plate 1365 is rotatably connected with one end of the template body 132, and the other end of the second inclined plate 1365 is connected with the other end of the template body 132 through the second angle adjusting member 1367 to adjust the inclination angle of the second inclined plate 1365.
It should be noted that in this embodiment, the structure of the second angle adjusting member 1367 is the same as the structure of the first angle adjusting member 1363, and the description thereof is omitted here.
It will be appreciated that the adjustable formwork assembly 136 of this configuration allows for increased conversion space for the equivalent construction of low walls. The construction forms 130 are constructed to have a single side construction in various special structural forms. And the forming effect is good, the linear shape is beautiful, and the quality of the concrete finished product is good.
In other preferred embodiments, the structure of the adjustable platen assembly 136 may vary, such as the adjustable platen assembly 136 including only the first tilt plate 1361 and the first angle adjuster 1363, or the adjustable platen assembly 136 including only the second tilt plate 1365 and the second angle adjuster 1367, to effect a change in angle in a direction.
It should be noted that, in other preferred embodiments, a slab vibrator may be further added to the construction form 130 for vibrating the concrete, removing air bubbles from the concrete, compacting and combining the concrete, and eliminating the phenomena of cellular pitted surface of the concrete, thereby ensuring the quality of the concrete member.
When the peristaltic sliding form device 100 provided in this embodiment is installed, after the whole device is assembled and in place, the positioning member 140 is inserted into the soil layer and fixed, and the fastening nut 144 is primarily adjusted to firmly fix the whole main walking beam 110. The height-adjusting member 134 adjusts the elevation of the formwork body 132 of the construction formwork 130 to a design position. The adjustable formwork assembly 136 can also be used to cast a special-shaped structure, and bolts at all parts are fastened after the adjustment is completed, so that the installation of the creeping sliding mode device 100 is completed. When different sized structures are encountered, the adjustable template assembly 136 may be adapted to its configuration by modification. And then pouring concrete.
When the creeping sliding mode device 100 needs to be moved, after the concrete has preliminarily formed strength, the positioning piece 140 is detached, the mold hanging beam 120 and the template system are kept still, the rocking handle 156 is rotated to enable the main walking beam to move forwards (generally set to be 6m, and the length of the main beam is 12m), and after the main walking beam moves in place, the positioning piece 140 is inserted into the soil again and is firmly fixed.
When the main walking beam 110 is in place, the first rocking handle 1347 is rotated to realize the form removal, the formwork is lifted to be separated from the concrete, and the rocking handle 156 is rotated reversely at the moment to make the form hanging beam 120 and the formwork move forwards, so that the creeping sliding form device 100 integrally moves forwards by one module.
The creeping type slip form device 100 is simple in structure, convenient to install and operate, capable of reducing prefabrication sites and simplifying construction technology, and meanwhile, the creeping type slip form device 100 is applied to low walls and the like and can automatically advance to accelerate the site cast-in-place construction speed, reduce construction cost and guarantee integrity and attractiveness of the structure. Moreover, the device can be repeatedly used, has high use efficiency and is not easy to damage.
Second embodiment
Fig. 4 is a schematic structural diagram of a creeping sliding-mode apparatus 200 according to this embodiment. Referring to fig. 4, the creeping sliding mode apparatus 200 includes two main walking beams 110, two hanging mold beams 120, a transverse rod 210, two construction forms 130, six positioning members 140, and two sliding locking members 150.
The two main walking beams 110 are oppositely arranged and connected through a transverse rod 210, wherein one end of each of the three positioning members 140 is respectively connected with two ends and the middle of one of the main walking beams 110, the other end of each of the three positioning members 140 is used for being fixed with the ground, one end of each of the other three positioning members 140 is respectively connected with two ends and the middle of the other main walking beam 110, and the other end of each of the other three positioning members 140 is used for being fixed with the ground. The two mold hanging beams 120 are disposed opposite to each other and are slidably connected to one of the main walking beams 110, respectively. Each construction form 130 is connected to one of the formwork hanging beams 120.
The sliding locking member 150 includes a first transmission member 152 and a second transmission member 154, the first transmission member 152 is disposed on the mold hanging beam 120, the second transmission member 154 is disposed on the main traveling beam 110, and the first transmission member 152 is engaged with the second transmission member 154.
Preferably, in this embodiment, the transverse rods 210 are transverse tie rods for connecting the two main walking beams 110, so that the creeping sliding mode apparatus 200 is structurally stable and is not easily shaken.
Preferably, in this embodiment, one of the construction forms 130 includes a form body 132 and an adjustable form assembly 136, and the form body 132 is connected to the form hanging beam 120.
The adjustable template assembly 136 comprises a first inclined plate 1361 and a first angle adjusting part 1363, the first inclined plate 1361 and the template body 132 are arranged in the same direction, one end of the first inclined plate 1361 is rotatably connected with one end of the template body 132, and the other end of the first inclined plate 1361 is connected with the other end of the template body 132 through the first angle adjusting part 1363 to adjust the inclination angle of the first inclined plate 1361.
It will be appreciated that in other preferred embodiments, both construction forms 130 may be provided with adjustable form assemblies 136 to accommodate the needs of the project.
The structures of the main walking beam 110, the mold hanging beam 120, the construction forms 130, the positioning member 140 and the sliding locking member 150 of the sliding form apparatus 200 according to this embodiment are the same as those of the corresponding components of the sliding form apparatus 100 according to the first embodiment, and thus, the detailed description thereof is omitted.
The creeping sliding mode device 200 provided by the embodiment is used for side ditch and intercepting ditch construction of special sections such as mountainous areas, steep slopes and the like.
The method for installing and using the sliding mode apparatus 200 of the present embodiment is similar to that of the sliding mode apparatus 100 of the first embodiment, and the detailed description thereof is omitted here. The creeping type slip form device 200 is simple in structure and convenient to install and operate, can reduce the prefabricated site and simplify the construction process, and meanwhile, the creeping type slip form device 200 can automatically advance to accelerate the site cast-in-place construction speed, reduce the construction cost, ensure the integrity and the attractiveness of a side ditch, and is stable in structure.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A creeping sliding formwork device is characterized by comprising a main walking beam, a formwork hanging beam, a construction formwork, at least two positioning pieces and a sliding locking piece;
one end of the positioning piece is connected with the main walking beam, and the other end of the positioning piece is used for being fixed with the ground; the mould hanging beam is connected with the main walking beam in a sliding manner; the construction template is connected with the hanging template beam; the sliding locking piece comprises a first transmission piece and a second transmission piece, the first transmission piece is arranged on the mold hanging beam, the second transmission piece is arranged on the main walking beam, and the first transmission piece is meshed with the second transmission piece.
2. The creeping formwork apparatus according to claim 1, wherein the first transmission member is a rack, the second transmission member is a toothed plate, the toothed plate is engaged with the rack, and the sliding lock further comprises a crank provided on the toothed plate for rotating the toothed plate.
3. The creeping sliding form apparatus as claimed in claim 1, wherein said main walking beam is provided with a sliding groove, and said mould hanging beam is provided with a sliding block, and said sliding block is engaged with said sliding groove; or, a sliding groove is formed in the mold hanging cross beam, a sliding block is arranged on the main walking cross beam, and the sliding block is matched with the sliding groove.
4. The creeping formwork apparatus as claimed in claim 1, wherein the construction form comprises a form body and a height adjuster, the form body and the form hanging beam being connected by the height adjuster to vary the distance between the form body and the form hanging beam.
5. The creeping formwork apparatus according to claim 4, wherein the height adjuster comprises a first connecting rod, two first toothed plates and a first bidirectional rack; one end of the first connecting rod is connected with the mold hanging beam, and the other end of the first connecting rod is connected with the first bidirectional rack; the two first fluted discs are rotatably connected with the mold hanging beam, the first bidirectional rack comprises two first tooth parts which are oppositely arranged, and the two first fluted discs are respectively meshed with one of the first tooth parts.
6. The peristaltic slip-form apparatus according to claim 1, wherein the construction form includes a form body and an adjustable form assembly, the form body being connected to the form hanging beam; adjustable template subassembly includes first swash plate and first angle regulating part, first swash plate with the template body syntropy sets up, just the one end of first swash plate with the one end of template body is rotated and is connected, the other end of first swash plate with the other end of template body passes through first angle regulating part is connected, in order to adjust the inclination of first swash plate.
7. The peristaltic slipform apparatus of claim 6 wherein said first angle adjustment member includes a second connecting rod, two second toothed plates and a second bidirectional rack; one end of the second connecting rod is connected with the first inclined plate, and the other end of the second connecting rod is connected with the second bidirectional rack; the two second fluted discs are rotatably connected with the template body, the second bidirectional rack comprises two second tooth parts which are oppositely arranged, and the two second fluted discs are respectively meshed with one of the second tooth parts.
8. The peristaltic slip-form device of claim 6, wherein the adjustable template assembly further comprises a second sloping plate and a second angle adjusting member, the second sloping plate being disposed in a same direction as the template body, the first sloping plate and the second sloping plate being disposed on both sides of the template body; and one end of the second inclined plate is rotatably connected with one end of the template body, and the other end of the second inclined plate is connected with the other end of the template body through the second angle adjusting piece so as to adjust the inclination angle of the second inclined plate.
9. A creeping sliding formwork device is characterized by comprising two main walking beams, two mould hanging beams, a transverse rod, two construction formworks, six positioning pieces and two sliding locking pieces;
the two main walking beams are oppositely arranged and connected through the transverse rod, one end of each of the three positioning pieces is connected with two ends and the middle of one of the main walking beams respectively, the other end of each of the three positioning pieces is used for being fixed with the ground, one end of each of the other three positioning pieces is connected with two ends and the middle of the other main walking beam respectively, and the other end of each of the other three positioning pieces is used for being fixed with the ground; the two mould hanging cross beams are oppositely arranged and are respectively connected with one main walking cross beam in a sliding manner; each construction template is connected with one of the hanging formwork cross beams; the sliding locking piece comprises a first transmission piece and a second transmission piece, the first transmission piece is arranged on the mold hanging beam, the second transmission piece is arranged on the main walking beam, and the first transmission piece is meshed with the second transmission piece.
10. The peristaltic slip-form apparatus according to claim 9, wherein at least one of said construction forms includes a form body and an adjustable form assembly, said form body being connected to said form hanging beam; the adjustable template component comprises a first inclined plate and a first angle adjusting piece, the first inclined plate is arranged in the same direction as the template body, one end of the first inclined plate is connected with one end of the template body in a rotating mode, the other end of the first inclined plate is connected with the other end of the template body through the first angle adjusting piece, and therefore the inclination angle of the first inclined plate can be adjusted.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710144237.0A CN106677035B (en) | 2017-03-10 | 2017-03-10 | Creeping type slip form device |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710144237.0A CN106677035B (en) | 2017-03-10 | 2017-03-10 | Creeping type slip form device |
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| CN106677035A CN106677035A (en) | 2017-05-17 |
| CN106677035B true CN106677035B (en) | 2022-06-07 |
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| CN108755336B (en) * | 2018-05-23 | 2020-10-09 | 陈国彦 | Urban highway construction device capable of preventing waterlogging disasters |
| CN109339071B (en) * | 2018-11-05 | 2024-05-14 | 中国三峡建设管理有限公司 | Slope concrete placement self-elevating template |
| CN113430941B (en) * | 2021-06-25 | 2023-05-26 | 中铁十九局集团第五工程有限公司 | Construction method for prefabricating inclined beam end single-line box beam on standard single-line box beam template |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2234985Y (en) * | 1995-12-01 | 1996-09-11 | 张中才 | Single-side sliding form |
| CN2926394Y (en) * | 2006-04-06 | 2007-07-25 | 同济大学 | Fast wall constructing apparatus |
| EP2210979A2 (en) * | 2009-01-22 | 2010-07-28 | Peri GmbH | Formwork device, in particular for concreting a winged flange, with mobile formwork holder on which an external shield holder can be moved |
| CN206784133U (en) * | 2017-03-10 | 2017-12-22 | 中铁十一局集团有限公司 | A kind of creeping motion type sliding form apparatus |
-
2017
- 2017-03-10 CN CN201710144237.0A patent/CN106677035B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2234985Y (en) * | 1995-12-01 | 1996-09-11 | 张中才 | Single-side sliding form |
| CN2926394Y (en) * | 2006-04-06 | 2007-07-25 | 同济大学 | Fast wall constructing apparatus |
| EP2210979A2 (en) * | 2009-01-22 | 2010-07-28 | Peri GmbH | Formwork device, in particular for concreting a winged flange, with mobile formwork holder on which an external shield holder can be moved |
| CN206784133U (en) * | 2017-03-10 | 2017-12-22 | 中铁十一局集团有限公司 | A kind of creeping motion type sliding form apparatus |
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