CN106677035A - Worming sliding form device - Google Patents
Worming sliding form device Download PDFInfo
- Publication number
- CN106677035A CN106677035A CN201710144237.0A CN201710144237A CN106677035A CN 106677035 A CN106677035 A CN 106677035A CN 201710144237 A CN201710144237 A CN 201710144237A CN 106677035 A CN106677035 A CN 106677035A
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- swash plate
- stencil body
- driving member
- main walking
- 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.)
- Granted
Links
Classifications
-
- 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
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention provides a worming sliding form device, which relates to the technical field of civil engineering building construction. The worming sliding form device comprises a main walking cross beam, a hang form cross beam, a construction template, at least two locating pieces and a sliding locking piece. One end of the locating piece is connected with the main walking cross beam; and the other end of the locating piece is fixed together with the ground. The hang form cross beam is connected with the main walking cross beam in a sliding manner. The construction template is connected with the hang form cross beam. The sliding locking piece comprises a first transmission piece and a second transmission piece; the first transmission piece is arranged on the hang form cross beam; the second transmission piece is arranged on the main walking cross beam; and the first transmission piece is engaged with the second transmission piece. The worming sliding form device is advantaged in that prefabrication sites can be reduced, the construction process is simplified, the worming sliding form device can automatically advance to increase the field cast-in-place construction speed, the construction cost is reduced and the integrity and aesthetic property of a side ditch are ensured.
Description
Technical field
The present invention relates to civil engineering work technical field of construction, in particular to a kind of creeping motion type sliding form apparatus.
Background technology
The channel structures such as current road and bridge gutter, architecture enclosing ditch typically use precast concrete block or assembled formwork
Casting concrete.Prefabricated components usually using precasting yard or job site be concentrated around it is prefabricated after be transported to installation position and spelled
Dress.Formwork erection is poured, and is combined using common glued plank sheathing, is reinforced the structure type for forming gutter, then casting concrete
Shaping.
There is certain defect in both schemes of prior art：First it is that precast concrete block carries out assembled needs specially
Prefabricated place, finished product precast assembly need multiple working procedure and also transport loss it is also larger, be also cost phase in Normal practice
To way higher.And need to expend more artificial by the way of template is cast-in-place, construction period is more long, and is difficult to protect
Demonstrate,prove the line style smooth-going of gutter.
Therefore it is current urgent problem to design a kind of device that can effectively solve the above problems.
The content of the invention
It is an object of the invention to provide a kind of creeping motion type sliding form apparatus, it can reduce prefabricated place, simplify construction work
Skill, while the creeping motion type sliding form apparatus are applied to parapet etc., it voluntarily creeping motion type can advance, to accelerate field cast-in-place construction speed
Degree, reduces construction cost, and ensure the globality and aesthetic property of construction.
Another object of the present invention is to provide another creeping motion type sliding form apparatus, it is applied to the inner side such as gutter formwork erection,
Prefabricated place can not only be reduced, simplifies construction technology, while the creeping motion type sliding form apparatus can voluntarily advance, it is existing to accelerate scene
Speed of application is poured, construction cost is reduced, it is ensured that the globality and aesthetic property of gutter, and, the creeping motion type sliding form apparatus structure is steady
It is fixed, can be applied to road wider.
The present invention solves its technical problem to be realized using following technical scheme：
A kind of creeping motion type sliding form apparatus that the present invention is provided, including main walking crossbeam, hang mould crossbeam, construction formwork, at least
Two keepers and slide lock part；
One end of the keeper is connected with the main walking crossbeam, and the other end is used to be fixed with ground；The extension mould is horizontal
Beam is slidably connected with the main walking crossbeam；The construction formwork is connected with the extension mould crossbeam；The slide lock part includes
First driving member and the second driving member, first driving member are arranged on the extension mould crossbeam, and second driving member is set
On the main walking crossbeam, first driving member is engaged with second driving member.
Further, first driving member is tooth bar, and second driving member is fluted disc, the fluted disc and the tooth bar
Engagement, the slide lock part also includes rocking handle, and the rocking handle is arranged on the fluted disc, to drive the fluted disc to rotate.
Further, chute is provided with the main walking crossbeam, sliding block, the sliding block is provided with the extension mould crossbeam
Coordinate with chute；Or, chute is provided with the extension mould crossbeam, it is provided with sliding block, the sliding block on the main walking crossbeam
Coordinate with chute.
Further, the construction formwork includes stencil body and height adjusting part, the stencil body and the extension mould
Crossbeam is connected by the height adjusting part, to change the distance of the construction formwork and the extension mould crossbeam.
Further, the height adjusting part includes head rod, two the first fluted discs and the first two-way tooth bar；It is described
One end of head rod is connected with the extension mould crossbeam, and the other end is connected with the described first two-way tooth bar；Two described first
Fluted disc is rotatably connected with the extension mould crossbeam, and the first two-way tooth bar includes two the first teeth portion being oppositely arranged, two
First fluted disc is engaged with the first teeth portion one of them described respectively.
Further, the construction formwork includes stencil body and adjustable formwork component, the stencil body and the extension
Mould crossbeam is connected；The adjustable formwork component includes the first swash plate and first angle regulating part, first swash plate and the mould
Plate body is set in the same direction, and one end of first swash plate rotates with one end of the stencil body and is connected, first swash plate
The other end be connected by the first angle regulating part with the other end of the stencil body, to adjust first swash plate
Angle of inclination.
Further, the first angle regulating part includes the second connecting rod, two the second fluted discs and the second two-way tooth bar；
One end of second connecting rod is connected with first swash plate, and the other end is connected with the described second two-way tooth bar；Described in two
Second fluted disc is rotatably connected with the stencil body, and the second two-way tooth bar includes two the second teeth portion being oppositely arranged,
Two second fluted discs are engaged with the second teeth portion one of them described respectively.
Further, the adjustable formwork component also includes the second swash plate and second angle regulating part, second swash plate
Set in the same direction with the stencil body, first swash plate is arranged on the both sides of the stencil body with second swash plate；And
One end of second swash plate rotates with one end of the stencil body and is connected, the other end and the template of second swash plate
The other end of body is connected by the second angle regulating part, to adjust the angle of inclination of second swash plate.
Another creeping motion type sliding form apparatus that the present invention is provided, including two main walking crossbeams, two extension mould crossbeams, transverse directions
Bar, two construction formworks, six keepers and two slide lock parts；
Two main walking crossbeams are oppositely arranged, and are connected by the transverse bar, three one end of the keeper
The two ends and middle part of one of them main walking crossbeam are connected respectively, and the other end is used to be fixed with ground, described in the other three
The two ends and middle part of one end of keeper walking crossbeam main with another described respectively be connecteds, and the other end with ground for fixing；
Two mould crossbeams of hanging are oppositely arranged, and main walking crossbeam is slidably connected with one of them described respectively；Each described construction
Template is connected with extension mould crossbeam one of them described；The slide lock part includes the first driving member and the second driving member, described
First driving member is arranged on the extension mould crossbeam, and second driving member is arranged on the main walking crossbeam, and described first
Driving member is engaged with second driving member.
Further, construction formwork described at least one includes stencil body and adjustable formwork component, the stencil body
It is connected with the extension mould crossbeam；The adjustable formwork component includes the first swash plate and first angle regulating part, first swash plate
Set in the same direction with the stencil body, and one end of first swash plate rotates with one end of the stencil body and is connected, it is described
The other end of the first swash plate is connected with the other end of the stencil body by the first angle regulating part, to adjust described
The angle of inclination of one swash plate.
The beneficial effect of the embodiment of the present invention is：
The creeping motion type sliding form apparatus that the present invention is provided, by construction formwork, can reduce prefabricated place, simplify construction technology.
The creeping motion type sliding form apparatus are applied to parapet etc. simultaneously, by the cooperation of the first driving member and the second driving member, can not dismantle and apply
Work template and efficiently and easily adjust its position realize voluntarily advance, accelerate field cast-in-place speed of application, reduce and be constructed into
This, and construct globality and aesthetic property can be ensured.
Another creeping motion type sliding form apparatus that the present invention is provided, it is applied to trapezoidal gutter, gutter of vertical slot formula etc., not only
Prefabricated place can be reduced, simplifies construction technology, while can realize voluntarily advancing, to accelerate field cast-in-place speed of application, reduced
Construction cost, it is ensured that the globality and aesthetic property of gutter, and, with multiple keepers, can guarantee that the creeping motion type sliding form apparatus
Stability Analysis of Structures.
Brief description of the drawings
Technical scheme in order to illustrate more clearly the embodiments of the present invention, below will be attached to what is used needed for embodiment
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiment of the invention, thus be not construed as it is right
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other related accompanying drawings.
A kind of viewing angle constructions schematic diagram of the creeping motion type sliding form apparatus that Fig. 1 is provided for first embodiment of the invention.
Another structural representation at the visual angle of the creeping motion type sliding form apparatus that Fig. 2 is provided for first embodiment of the invention.
The structural representation of the height adjusting part of the creeping motion type sliding form apparatus that Fig. 3 is provided for first embodiment of the invention.
The structural representation of the creeping motion type sliding form apparatus that Fig. 4 is provided for second embodiment of the invention.
Icon：100- creeping motion type sliding form apparatus；The main walking crossbeams of 110-；112- chutes；120- hangs mould crossbeam；122- is slided
Block；130- construction formworks；132- stencil bodies；134- height adjusting parts；1341- head rods；The fluted discs of 1343- first；
The two-way tooth bars of 1345- first；The teeth portion of 1340- first；The rocking handles of 1347- first；136- adjustable formwork components；The swash plates of 1361- first；
1363- first angle regulating parts；The swash plates of 1365- second；1367- second angle regulating parts；140- keepers；142- screw rods；
144- clamp nuts；150- slide lock parts；The driving members of 152- first；The driving members of 154- second；156- rocking handles；200- creeping motion types
Sliding form apparatus；210- transverse bars.
Specific embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
A part of embodiment of the present invention, rather than whole embodiments.Present invention implementation generally described and illustrated in accompanying drawing herein
The component of example can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiments of the invention below to providing in the accompanying drawings is not intended to limit claimed
The scope of the present invention, but be merely representative of selected embodiment of the invention.Based on the embodiment in the present invention, this area is common
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belongs to the model of present invention protection
Enclose.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it need not be further defined and explained in subsequent accompanying drawing.
In the description of the invention, it is necessary to explanation, term " on " orientation of the instruction such as " interior " or position relationship be base
In orientation shown in the drawings or position relationship, or the orientation usually put when using of the invention product or position relationship, only
It is to be described with simplified for the ease of the description present invention, must be with specific rather than the device or element for indicating or imply meaning
Orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
Additionally, term " first ", " second " etc. are only used for distinguishing description, and it is not intended that indicating or implying relatively important
Property.
In the description of the invention, in addition it is also necessary to explanation, unless had more specific regulation in addition and limited, term " sets
Put ", " connection " more broadly understanding should be done, for example, " connection " can be fixedly connected, or be detachably connected, or one
The connection of body ground；Can mechanically connect, or electrically connect；Can be joined directly together, it is also possible to indirect by intermediary
It is connected, can is two connections of element internal.For the ordinary skill in the art, can be with concrete condition understanding
State term concrete meaning in the present invention.
Below in conjunction with the accompanying drawings, two implementation methods of the invention are elaborated, it is following in the case where not conflicting
Feature in embodiment can be mutually combined.
First embodiment
A kind of viewing angle constructions schematic diagram of the creeping motion type sliding form apparatus 100 that Fig. 1 is provided for first embodiment of the invention.Please join
According to Fig. 1, the creeping motion type sliding form apparatus 100 that the present embodiment is provided include main walking crossbeam 110, hang mould crossbeam 120, construction formwork
130th, three keepers 140 and slide lock part 150.
One end of keeper 140 is connected with main walking crossbeam 110, and the other end is used to be fixed with ground.Hang mould crossbeam 120 with
Main walking crossbeam 110 is slidably connected.Construction formwork 130 is connected with mould crossbeam 120 is hung.Slide lock part 150 is used to control to hang mould
The relatively main walking crossbeam 110 of crossbeam 120 slides or locks extension mould crossbeam 120.
Preferably, in the present embodiment, keeper 140 is fixed wedge, and two of which fixed wedge one end is horizontal with main walking respectively
The two ends of beam 110 are connected by screw rod 142, and are fastened with clamp nut 144, one end of another fixed wedge and main walking crossbeam
110 middle part is connected by screw rod 142, and the tapered end of fixed wedge is used to be fixed on ground, so as to main walking crossbeam 110 be consolidated
Carry.
It should be appreciated that in other preferred embodiments, the quantity and morphosis of keeper 140 can have different changes,
For example, keeper 140 is common reinforcing bar etc., also, two or many keepers 140 are by mode and the main walking such as welding
Crossbeam 110 is connected.
Another structural representation at the visual angle of the creeping motion type sliding form apparatus 100 that Fig. 2 is provided for first embodiment of the invention.
Incorporated by reference to referring to Figures 1 and 2, chute 112 is provided with main walking crossbeam 110, to hang and be provided with sliding block 122 on mould crossbeam 120, it is sliding
Block 122 coordinates with chute 112, so as to realize main walking crossbeam 110 and hang being slidably connected for mould crossbeam 120.
Preferably, in the present embodiment, main walking crossbeam 110 and extension mould crossbeam 120 pass through the more time saving province of slide lock part 150
The slip or locking of power.
Fig. 1 is continued referring to, slide lock part 150 includes the first driving member 152 and the second driving member 154, the first transmission
Part 152 is arranged on extension mould crossbeam 120, and the second driving member 154 is arranged on main walking crossbeam 110, the first driving member 152 and the
Two driving members 154 are engaged.
Preferably, in the present embodiment, the first driving member 152 is tooth bar, and rack welding is hung on mould crossbeam 120, and second passes
Moving part 154 is fluted disc, and fluted disc is welded on main walking crossbeam 110, and fluted disc is engaged with tooth bar, and slide lock part 150 also includes shaking
Handle 156, rocking handle 156 is arranged on fluted disc, is rotated with band active toothed disk.
It should be appreciated that in other preferred embodiments, slide lock part 150 can have different changes, for example, slide lock
Part 150 also includes micro-machine, is rotated with band active toothed disk, so that mobile hang mould crossbeam 120.Or, slide lock part 150 is biography
Band structure is sent, the displacement of mould crossbeam 120 is hung to drive.
Also, hanging mould crossbeam 120 can also have different changes from the attachment structure of main walking crossbeam 110, for example, it is horizontal to hang mould
Chute 112 is provided with beam 120, sliding block 122 is provided with main walking crossbeam 110, sliding block 122 coordinates with chute 112.
Preferably, in the present embodiment, construction formwork 130 is steel form.To adapt to the construction environment of different height, preferably
Ground, in the present embodiment, construction formwork 130 includes stencil body 132, height adjusting part 134 and adjustable formwork component 136.
Stencil body 132 is connected with mould crossbeam 120 is hung by height adjusting part 134, to change construction formwork 130 and hang mould
The distance of crossbeam 120.
The structural representation of the height adjusting part 134 of the creeping motion type sliding form apparatus 100 that Fig. 3 is provided for first embodiment of the invention
Figure.Incorporated by reference to reference picture 1 and Fig. 3, height adjusting part 134 includes 1341, two the first fluted discs 1343 and first of head rod
Two-way tooth bar 1345.
One end of head rod 1341 is connected with mould crossbeam 120 is hung, and the other end is connected with the first two-way tooth bar 1345.Two
Individual first fluted disc 1343 is rotatably connected with mould crossbeam 120 is hung, and the first two-way tooth bar 1345 includes two first for being oppositely arranged
Teeth portion 1340, two the first fluted discs 1343 are engaged with one of them first teeth portion 1340 respectively.
It should be noted that in the present embodiment, one end of head rod 1341 is consolidated with mould crossbeam 120 is hung by bolt
Fixed, the other end is welded with the first two-way tooth bar 1345.Certainly, in other preferred embodiments, head rod 1341 with hang mould
Crossbeam 120 can also be welded.
Preferably, in the present embodiment, creeping motion type sliding form apparatus 100 include multiple height adjusting parts 134, and multiple height are adjusted
Part 134 is set in qually spaced on steel form, and is connected with mould crossbeam 120 is hung.It is understood that multiple height adjusting parts 134
Connection function, can be the whole Stability Analysis of Structures of creeping motion type sliding form apparatus 100.
In the present embodiment, height adjusting part 134 also includes the first rocking handle 1347, for rotary fluted disc.In other preferable realities
Apply in example, multiple first fluted discs 1343 can be connected by control piece, allow the intelligently unified control of multiple height adjusting parts 134
System.
It is understood that in the present embodiment, height adjusting part 134 is designed as the first two-way tooth bar 1345 and the one or two
The structure of fluted disc engagement, it is ensured that the stability of creeping motion type sliding form apparatus 100, compact conformation, will not produce and rock, and loosen
Deng.
Fig. 2 is continued referring to, adjustable formwork component 136 includes the first swash plate 1361, first angle regulating part 1363, second
Swash plate 1365 and second angle regulating part 1367.
First swash plate 1361 is set in the same direction with stencil body 132, and the first swash plate 1361 one end and stencil body 132
One end rotates connection, and the other end of the first swash plate 1361 passes through first angle regulating part 1363 with the other end of stencil body 132
Connection, to adjust the angle of inclination of the first swash plate 1361.
Second swash plate 1365 is set in the same direction with stencil body 132, and the first swash plate 1361 and the second swash plate 1365 are arranged on mould
The both sides of plate body 132.And second one end of one end and stencil body 132 of swash plate 1365 rotate and be connected, the second swash plate 1365
The other end be connected by second angle regulating part 1367 with the other end of stencil body 132, to adjust the second swash plate 1365
Angle of inclination.
First angle regulating part 1363 includes the second connecting rod (figure is not marked), two the second fluted discs (figure is not marked) and second pair
To tooth bar (figure is not marked).One end of second connecting rod is connected with the first swash plate 1361, and the other end is connected with the second two-way tooth bar；Two
Individual second fluted disc is rotatably connected with stencil body 132, and the second two-way tooth bar includes two the second teeth portion being oppositely arranged, two
Second fluted disc is engaged with one of them second teeth portion respectively.
It should be noted that in the present embodiment, structure and the first angle regulating part 1363 of second angle regulating part 1367
Structure it is identical, repeat no more here.
It is understood that the adjustable formwork component 136 of this structure can increase repacking space, it is adaptable to parapet equivalent
Change the position of construction.Construction formwork 130 is set to realize the unilateral constructing structure of various special structure forms.Also, good forming effect,
Line style is graceful, and concrete finished product quality is good.
In other preferred embodiments, the structure of adjustable formwork component 136 can also have different changes, such as adjustable formwork
Component 136 only includes the first swash plate 1361 and first angle regulating part 1363, or, adjustable formwork component 136 only includes second
Swash plate 1365 and second angle regulating part 1367, realize the Angulation changes of a direction.
It should be noted that in other preferred embodiments, plate pulsator can be also set up on construction formwork 130, it is used for
Vibrated concrete, excludes the bubble in concrete, combines concrete compaction, eliminates the phenomenons such as the voids and pits of concrete, from
And ensure the quality of concrete component.
When the creeping motion type sliding form apparatus 100 that the present embodiment is provided are installed, by whole device it is assembled complete and it is in place after, will be fixed
In the cuttage of part 140 to the soil layer of position and fixed, just successive step clamp nut 144 makes the whole main walking fixation of crossbeam 110.Adjustment
Height adjusting part 134 makes the Pass line adjustment of stencil body 132 of construction formwork 130 to design attitude.Adjustable formwork can also be used
Component 136 realize it is abnormally-structured pour, fasten each position bolt after being adjusted in place, complete the peace of creeping motion type sliding form apparatus 100
Dress.When various sizes of structure is run into, its construction can be adapted to by transforming adjustable formwork component 136.Casting concrete again.
When the creeping motion type sliding form apparatus 100 need to move, keeper 140 need to be torn open after concrete preliminarily forms intensity
Remove, hang mould crossbeam 120 and template system is remained stationary as, rotation crank 156 make main traveling crossbeam move forward (be typically set to 6m,
Main beam 12m long), after moving into place, then keeper 140 is reinserted in soil and fixed.
After main walking crossbeam 110 is in place, rotates the first rocking handle 1347 and realize form removal, template lifting is taken off with concrete
Open, now rotating backward rocking handle 156 moves forward extension mould crossbeam 120 and template, whole so as to realize creeping motion type sliding form apparatus 100
Body one modulus of reach.
The simple structure of creeping motion type sliding form apparatus 100, is easily installed and runs, and can reduce prefabricated place, simplifies construction
Technique, while the creeping motion type sliding form apparatus 100 are applied to parapet etc., can voluntarily advance, to accelerate field cast-in-place speed of application, drop
Low construction cost, and ensure the globality and aesthetic property of structure.And it is possible to be used in turn repeatedly, service efficiency is higher, is difficult
Damage.
Second embodiment
The structural representation of the creeping motion type sliding form apparatus 200 that Fig. 4 is provided for the present embodiment.Refer to Fig. 4, creeping motion type sliding formwork
It is fixed that device 200 includes that two main 110, two, walking crossbeams hang the mould crossbeam 120, construction formwork 130, six of transverse bar 210, two
Position part 140 and two slide lock parts 150.
Two main walking crossbeams 110 are oppositely arranged, and are connected by transverse bar 210, wherein three one end of keeper 140
The two ends and middle part of one of them main walking crossbeam 110 are connected respectively, and the other end is used to be fixed with ground, the other three keeper
140 one end is connected with the two ends and middle part of another main walking crossbeam 110 respectively, and the other end is used to be fixed with ground.Two
Hang mould crossbeam 120 to be oppositely arranged, and be slidably connected with one of them main walking crossbeam 110 respectively.Each construction formwork 130 and its
In one hang mould crossbeam 120 and connect.
Slide lock part 150 includes the first driving member 152 and the second driving member 154, and the first driving member 152 is arranged on extension mould
On crossbeam 120, the second driving member 154 is arranged on main walking crossbeam 110, and the first driving member 152 is nibbled with the second driving member 154
Close.
Preferably, in the present embodiment, transverse bar 210 is sway brace, for connecting two main walking crossbeams 110, is made compacted
The Stability Analysis of Structures of dynamic formula sliding form apparatus 200, it is not easy to rock.
Preferably, in the present embodiment, one of construction formwork 130 includes stencil body 132 and adjustable formwork component
136, stencil body 132 is connected with mould crossbeam 120 is hung.
Adjustable formwork component 136 includes the first swash plate 1361 and first angle regulating part 1363, the first swash plate 1361 and mould
Plate body 132 is set in the same direction, and one end of the first swash plate 1361 rotates with one end of stencil body 132 and is connected, the first swash plate
1361 other end is connected with the other end of stencil body 132 by first angle regulating part 1363, to adjust the first swash plate
1361 angle of inclination.
It is understood that in other preferred embodiments, to adapt to requirement of engineering, two construction formworks 130 can set
Put adjustable formwork component 136.
The main walking crossbeam 110 of the creeping motion type sliding form apparatus 200 that the present embodiment is provided, extension mould crossbeam 120, construction formwork
130th, the respective sets of the creeping motion type sliding form apparatus 100 that the structure and first embodiment of keeper 140 and slide lock part 150 are provided
The structure of part is identical, repeats no more here.
The creeping motion type sliding form apparatus 200 that the present embodiment is provided are used for the gutters of Special zone such as mountain area, abrupt slope, intercept water ditch spread
Work.
The creeping motion type sliding form apparatus 100 that the creeping motion type sliding form apparatus 200 that the present embodiment is provided are provided with first embodiment
Installation and application is similar, repeats no more here.The simple structure of creeping motion type sliding form apparatus 200, is easily installed and runs, and it is not
Prefabricated place can be only reduced, simplifies construction technology, while the creeping motion type sliding form apparatus 200 can voluntarily advance, to accelerate scene
Cast-in-place construction speed, reduces construction cost, it is ensured that the globality and aesthetic property of gutter, and its Stability Analysis of Structures.
The preferred embodiments of the present invention are the foregoing is only, is not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.It is all within the spirit and principles in the present invention, made any repair
Change, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (10)
1. a kind of creeping motion type sliding form apparatus, it is characterised in that including main walking crossbeam, hang mould crossbeam, construction formwork, at least two
Keeper and slide lock part；
One end of the keeper is connected with the main walking crossbeam, and the other end is used to be fixed with ground；It is described extension mould crossbeam with
The main walking crossbeam is slidably connected；The construction formwork is connected with the extension mould crossbeam；The slide lock part includes first
Driving member and the second driving member, first driving member are arranged on the extension mould crossbeam, and second driving member is arranged on institute
State on main walking crossbeam, first driving member is engaged with second driving member.
2. creeping motion type sliding form apparatus as claimed in claim 1, it is characterised in that first driving member is tooth bar, described the
Two driving members are fluted disc, and the fluted disc is engaged with the tooth bar, and the slide lock part also includes rocking handle, and the rocking handle is arranged on
On the fluted disc, to drive the fluted disc to rotate.
3. creeping motion type sliding form apparatus as claimed in claim 1, it is characterised in that be provided with chute on the main walking crossbeam,
Sliding block is provided with the extension mould crossbeam, the sliding block coordinates with chute；Or, chute is provided with the extension mould crossbeam, institute
State and be provided with sliding block on main walking crossbeam, the sliding block coordinates with chute.
4. creeping motion type sliding form apparatus as claimed in claim 1, it is characterised in that the construction formwork includes stencil body and height
Degree regulating part, the stencil body is connected with the extension mould crossbeam by the height adjusting part, to change the stencil body
With the distance of the extension mould crossbeam.
5. creeping motion type sliding form apparatus as claimed in claim 4, it is characterised in that the height adjusting part includes the first connection
Bar, two the first fluted discs and the first two-way tooth bar；One end of the head rod with it is described extension mould crossbeam be connected, the other end and
The first two-way tooth bar connection；Two first fluted discs are rotatably connected with the extension mould crossbeam, first bi-directional teeth
Bar includes two the first teeth portion being oppositely arranged, and two first fluted discs are engaged with the first teeth portion one of them described respectively.
6. creeping motion type sliding form apparatus as claimed in claim 1, it is characterised in that the construction formwork includes stencil body and can
Mode transfer board component, the stencil body is connected with the extension mould crossbeam；The adjustable formwork component includes the first swash plate and first
Angle adjusting piece, first swash plate is set in the same direction with the stencil body, and first swash plate one end and the template
One end of body rotates connection, and the other end of first swash plate is with the other end of the stencil body by the first angle
Regulating part is connected, to adjust the angle of inclination of first swash plate.
7. creeping motion type sliding form apparatus as claimed in claim 6, it is characterised in that the first angle regulating part includes that second connects
Extension bar, two the second fluted discs and the second two-way tooth bar；One end of second connecting rod is connected with first swash plate, the other end
It is connected with the described second two-way tooth bar；Two second fluted discs are rotatably connected with the stencil body, and described second is two-way
Tooth bar includes two the second teeth portion being oppositely arranged, and two second fluted discs are nibbled with the second teeth portion one of them described respectively
Close.
8. creeping motion type sliding form apparatus as claimed in claim 6, it is characterised in that the adjustable formwork component also includes that second is oblique
Plate and second angle regulating part, second swash plate are set in the same direction with the stencil body, first swash plate and described second
Swash plate is arranged on the both sides of the stencil body；And one end of second swash plate rotates with one end of the stencil body and connects
Connect, the other end of second swash plate is connected with the other end of the stencil body by the second angle regulating part, to adjust
The angle of inclination of whole second swash plate.
9. a kind of creeping motion type sliding form apparatus, it is characterised in that hang mould crossbeam, transverse bar, two including two main walking crossbeams, two
Individual construction formwork, six keepers and two slide lock parts；
Two main walking crossbeams are oppositely arranged, and are connected by the transverse bar, three one end difference of the keeper
The two ends and middle part of one of them main walking crossbeam are connected, the other end is used to be fixed with ground, is positioned described in the other three
The two ends and middle part of one end of part walking crossbeam main with another described respectively be connecteds, and the other end with ground for fixing；Two
The extension mould crossbeam is oppositely arranged, and main walking crossbeam is slidably connected with one of them described respectively；Each described construction formwork
It is connected with mould crossbeam is hung one of them described；The slide lock part includes the first driving member and the second driving member, described first
Driving member is arranged on the extension mould crossbeam, and second driving member is arranged on the main walking crossbeam, first transmission
Part is engaged with second driving member.
10. creeping motion type sliding form apparatus as claimed in claim 9, it is characterised in that construction formwork described at least one includes mould
Plate body and adjustable formwork component, the stencil body are connected with the extension mould crossbeam；The adjustable formwork component includes first
Swash plate and first angle regulating part, first swash plate are set in the same direction with the stencil body, and first swash plate one end
Rotated with one end of the stencil body and be connected, the other end of first swash plate passes through institute with the other end of the stencil body
The connection of first angle regulating part is stated, to adjust the angle of inclination of first swash plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710144237.0A CN106677035B (en) | 2017-03-10 | 2017-03-10 | Creeping type slip form device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710144237.0A CN106677035B (en) | 2017-03-10 | 2017-03-10 | Creeping type slip form device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106677035A true CN106677035A (en) | 2017-05-17 |
| CN106677035B CN106677035B (en) | 2022-06-07 |
Family
ID=58826056
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710144237.0A Active CN106677035B (en) | 2017-03-10 | 2017-03-10 | Creeping type slip form device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106677035B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755336A (en) * | 2018-05-23 | 2018-11-06 | 陈国彦 | A kind of municipal highway constructing device that can prevent waterlogging disaster |
| CN109339071A (en) * | 2018-11-05 | 2019-02-15 | 中国三峡建设管理有限公司 | Slope concrete pouring is from rising mould plate |
| CN113430941A (en) * | 2021-06-25 | 2021-09-24 | 中铁十九局集团第五工程有限公司 | Construction method for prefabricating single-line box girder at inclined beam end on standard single-line box girder 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 |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755336A (en) * | 2018-05-23 | 2018-11-06 | 陈国彦 | A kind of municipal highway constructing device that can prevent waterlogging disaster |
| CN109339071A (en) * | 2018-11-05 | 2019-02-15 | 中国三峡建设管理有限公司 | Slope concrete pouring is from rising mould plate |
| 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 |
| CN113430941A (en) * | 2021-06-25 | 2021-09-24 | 中铁十九局集团第五工程有限公司 | Construction method for prefabricating single-line box girder at inclined beam end on standard single-line box girder template |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106677035B (en) | 2022-06-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106677035A (en) | Worming sliding form device | |
| JP5295989B2 (en) | Rotating support structure for construction of overhanging beam of bridge pier | |
| CA2169288A1 (en) | Concrete building frame construction method | |
| CN106120855B (en) | A kind of subway open-cut station arch is without rod structure and its construction | |
| CN115233819B (en) | Assembled lacing wire steel pipe concrete connection structure | |
| CN102392536A (en) | Construction method for long-span hanging vestibule type template support system | |
| CN203795868U (en) | Vibration screeding device for building concrete | |
| CN111218983A (en) | Lattice formula structure concrete frame house | |
| CN206784133U (en) | A kind of creeping motion type sliding form apparatus | |
| CN108677722A (en) | Hollow High Pier with Thin Wall stub top section construction technology | |
| CN109457960B (en) | Adjustable universal mold for integrally assembling cast-in-situ stair steps | |
| CN110528734A (en) | A kind of steel-concrete combination shear wall with short piers | |
| CN106013234B (en) | The construction method of underground pipe gallery | |
| CN211496656U (en) | Purlin hangs equipment | |
| CN112878204A (en) | Construction process of cast-in-place anchor beam hanger system | |
| CN209308070U (en) | A kind of sleiding form support frame | |
| CN108487506B (en) | A kind of construction method of the assembled integral shear wall based on SP plate | |
| CN107630553B (en) | Pre-tensioning rapid construction device and method for large-span floor slab | |
| CN212742886U (en) | Lattice formula structure concrete frame house | |
| JP2000274021A (en) | Truck system | |
| JP2653644B2 (en) | Formwork support structure and construction method | |
| CN219364254U (en) | Quick construction device of embankment of self-compaction solidification soil | |
| CN211522880U (en) | Wet seam hanging mould for prefabricated bridge deck | |
| CN219930874U (en) | Slip form trolley | |
| CN113668388B (en) | Pier-beam collaborative integral rapid installation and removal method based on vehicle-mounted equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170930 Address after: 430000 Zhongshan Road 277, Wuchang District, Hubei, Wuhan Applicant after: China Railroad 11 Bureau Group Co., Ltd. Applicant after: NO.2 ENGINEERING CO., LTD. OF CHINA RAILWAY CONSTRUCTION 11 BUREAU GROUP Address before: 442000 Shiyan City, Hubei province Maojian District whitecaps Road No. 99 Applicant before: Ding Jie |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |