CN212105891U - A steel mould platform truck for tailing storehouse water drainage tank concrete is integrally cast - Google Patents
A steel mould platform truck for tailing storehouse water drainage tank concrete is integrally cast Download PDFInfo
- Publication number
- CN212105891U CN212105891U CN202020292923.XU CN202020292923U CN212105891U CN 212105891 U CN212105891 U CN 212105891U CN 202020292923 U CN202020292923 U CN 202020292923U CN 212105891 U CN212105891 U CN 212105891U
- Authority
- CN
- China
- Prior art keywords
- template
- steel
- trolley
- concrete
- correspondingly
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a steel mould trolley for integrally pouring concrete of a drainage channel of a tailing pond, which comprises a template system, a supporting system and a power system; the template system comprises a left template and a right template, template grooves are formed in the middle positions of the left template and the right template, the middle positions of the template grooves are arranged in a disconnected mode, and steel hinges are installed at the disconnected positions; the supporting system comprises a trolley base, a suspension truss and an anchor rod pre-embedded into the pedestrian step ladder, the suspension truss is fixedly arranged above the trolley base in a welding mode, drag hooks are correspondingly and fixedly arranged on the side edges of the transverse grooves below the trolley base, and the drag hooks are correspondingly hooked on the anchor rod; the power system comprises two cranes and a plurality of hydraulic jacks, two beams are installed on the suspension truss, the cranes are correspondingly matched below the two beams in a sliding manner, the left template and the right template are correspondingly suspended by the cranes, and telescopic rods of the plurality of hydraulic jacks are correspondingly jacked below the trolley base to provide pre-stress for the left template and the right template.
Description
Technical Field
The utility model belongs to the technical field of mine engineering equipment and specifically relates to a steel mould platform truck that is used for tailing storehouse water drainage tank concrete integral casting is related to for tailing storehouse drainage chute concrete integral casting.
Background
The concrete pouring of the drainage chute of the existing tailing pond adopts a sequential construction and subsection construction method, and the construction process flow is as follows: digging a chute foundation pit → processing a chute foundation → a chute bottom plate cushion layer → binding chute bottom plate reinforcing steel bars → a chute bottom plate formwork → pouring chute bottom plate concrete → binding side walls and partition wall reinforcing steel bars → side walls and partition wall formwork → pouring side walls and partition wall concrete.
The defects and shortcomings of the technology are mainly reflected in that: concrete is respectively poured on the chute bottom plate, the side walls and the partition walls, and the structural integrity is difficult to ensure due to the formed construction joints; the larger the inclination of the chute is, the larger the fluidity of the concrete of the bottom plate, the side wall and the partition wall under the action of self gravity is, so that the construction quality of the concrete is difficult to control; the bottom plate, the side walls and the partition walls are assembled in a scattered mode through wood molds or steel molds, formwork supporting efficiency is low, construction progress is slow, and engineering cost is high.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an it is not enough to overcome above-mentioned condition, provides a technical scheme that can solve above-mentioned problem.
A steel mould trolley for integrally pouring concrete of a drainage channel of a tailing pond comprises a template system, a supporting system and a power system; the template system comprises a left template and a right template, wherein a partition wall template is connected and installed between the left template and the right template, template grooves are correspondingly formed in the middle positions of the left template and the right template, the middle positions of the template grooves are disconnected to form two movable templates, a steel hinge for forming retractable connection between the two movable templates is further arranged, and two sides of the steel hinge correspond to each other one by one and are fixedly connected with the two movable templates; the supporting system comprises a trolley base, a suspension truss and an anchor rod pre-embedded into the pedestrian stepping ladder, wherein a track frame is fixedly arranged above the pedestrian stepping ladder, the suspension truss is fixedly arranged above the trolley base in a welding mode, transverse grooves are fixedly arranged on the left side and the right side below the trolley base, guide rail wheels are arranged in the transverse grooves in an array and are in rotating fit with the transverse grooves, drag hooks are fixedly arranged on the side edges of the transverse grooves below the trolley base correspondingly, and the drag hooks are correspondingly hooked on the anchor rod; the power system comprises two cranes and a plurality of hydraulic jacks which are separately arranged, the suspension truss is fixedly provided with two beams which are separately arranged left and right, the two cranes are arranged below the two beams in a one-to-one sliding fit mode, the left crane is used for suspending the left template in a hanging mode, the right crane is used for suspending the right template in a hanging mode, the plurality of hydraulic jacks are uniformly arranged above the left template and the right template at intervals, and telescopic rods of the plurality of hydraulic jacks correspondingly push against the left template and the right template below the trolley base to provide pre-pressing stress.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the security, the hoist engine of adopting prior art supplies steel mould platform truck to shift or fix a position, during the installation, first pre-buried installation stock on the pedestrian ladder of marking time, make the drag hook correspond the hook in stock department, hoist and hydraulic jack through driving system make the hook that the drag hook can be tighter in stock department during the operation, accomplish the installation to the platform truck base, make the platform truck base and mark time pre-buried stock form reliable the hookup, thereby make the working face more stable, need not use dangerous great scaffold to set up and construct, narrow space personnel's cross operation has effectively been avoided, the essential safety who has shown the operating environment that has improved.
2. Reliability adopts the construction of steel mould platform truck effectively to improve traditional construction process for the shaping can once only be pour to the concrete of drainage chute bottom plate and side wall, and structural integrity is good, through applying certain pre-compaction stress to the mould, promptly: the mould is installed on left template or right template, and driving system applys prestressing force for left template and right template, has effectively avoided the concrete in the mould to slide and warp under the effect of dead weight stress, has ensured the construction quality of concrete.
3. High efficiency, adopt the construction of steel mould platform truck, realize form removal and formwork erection through left template and right template, supply left template and right template to realize shifting through the crossbeam on the suspension truss, thereby realize moving the mould fast, make the steps of form removal, moving the mould, formwork erection can be accomplished in 6 hours, the time required for whole work progress is only about 1/3 of traditional construction technology, compare with artifical formwork erection construction, the required expense is only about 1/2, and steel mould platform truck can used repeatedly in many drainage chute constructions, the cost can further reduce after the amortization.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Fig. 1 is a schematic structural view of the step ladder of the present invention.
Fig. 2 is a schematic view of the mounting structure of the anchor rod and the drag hook of the present invention.
Shown in the figure: 1. a template system; 2. a support system; 3. a power system; 1-1, a left template; 1-2, a right template; 4. a partition wall formwork; 5. a template slot; 6. a movable template; 7. a steel hinge; 2-1, a trolley base; 2-2, hanging a truss; 2-3, anchor rod; 8. a transverse groove; 9. a guide rail wheel; 10. pulling a hook; 3-1, a crane; 3-2, a hydraulic jack; 11. a cross beam; 12. flat steel; 13. a step ladder is walked; 14. a track frame.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The utility model discloses an it is not enough to overcome above-mentioned condition, provides a technical scheme that can solve above-mentioned problem.
Referring to fig. 1-2, a steel form trolley for integral casting of concrete of a drainage channel of a tailing pond comprises a form system 1, a support system 2 and a power system 3; the formwork system 1 comprises a left formwork 1-1 and a right formwork 1-2, a partition wall formwork 4 is connected and installed between the left formwork 1-1 and the right formwork 1-2, formwork grooves 5 are correspondingly formed in the middle positions of the left formwork 1-1 and the right formwork 1-2, the middle positions of the formwork grooves 5 are disconnected to form two movable formworks 6, a steel hinge 7 for forming retractable connection between the two movable formworks 6 is further arranged, the steel hinge 7 is used for ensuring that the two movable formworks 6 are rapidly retracted and released to realize formwork support and formwork removal of a concrete mould, and two sides of the steel hinge 7 are fixedly connected with the two movable formworks 6 in a one-to-one correspondence manner; the supporting system 2 comprises a trolley base 2-1, a suspension truss 2-2 and anchor rods 2-3 pre-embedded into the pedestrian stepping ladder 13, a track frame 14 is fixedly installed above the pedestrian stepping ladder 13, the suspension truss 2-2 is fixedly installed above the trolley base 2-1 in a welding mode, transverse grooves 8 are fixedly installed on the left side and the right side below the trolley base 2-1, guide rail wheels 9 are installed in the transverse grooves 8 in an array and rotating fit mode, drag hooks 10 are correspondingly and fixedly installed on the side edges of the transverse grooves 8 below the trolley base 2-1, and the drag hooks 10 are correspondingly hooked on the anchor rods 2-3; the power system 3 comprises two cranes 3-1 and a plurality of hydraulic jacks 3-2 which are separately arranged, two beams 11 which are separately arranged left and right are fixedly arranged on a suspension truss 2-2, the two cranes 3-1 are arranged below the two beams 11 in a one-to-one corresponding sliding fit manner, the left crane 3-1 is used for suspending the left template 1-1, so that the position of the left template 1-1 can be adjusted through the left beam 11, the right crane 3-1 is used for suspending the right template 1-2, so that the position of the right template 1-2 can be adjusted through the right beam 11, the plurality of hydraulic jacks 3-2 are uniformly arranged and fixedly above the left template 1-1 and the right template 1-2 at intervals, and telescopic rods of the plurality of hydraulic jacks 3-2 are correspondingly jacked below a trolley base 2-1 for the left template 1 The-1 and the right template 1-2 provide pre-compression stress, so that the concrete mold in the left template 1-1 or the right template 1-2 is prevented from leaking, the concrete mold can be molded by casting at one time, the construction quality is improved, and meanwhile, the draw hook 10 and the anchor rod 2-3 can be matched more firmly under the stress of the crane 3-1 and the hydraulic jack 3-2 driving the trolley base 2-1, so that the safety is improved.
As a further aspect of the present invention: the left template and the right template are integrally formed by adopting 5 steel plates.
As a further aspect of the present invention: the back of left template and right template all corresponds fixed mounting and has the band steel, and the band steel of left template and right template all is equipped with a plurality ofly that vertically and horizontally staggered welded set up, and the band steel can correspond the hardness of reinforcing left template and right template, and is more durable.
As a further aspect of the present invention: the trolley base and the suspension truss are integrally formed by adopting I-steel, the type of the I-steel of the trolley base is any one of 36a, 36b and 36c, and the type of the I-steel of the suspension truss is 14.
As a further aspect of the present invention: the crane adopts a 10t electric hoist.
As a further aspect of the present invention: the plurality of hydraulic jacks are arranged at the same height, so that the corresponding stress of the left and right draw hooks 10 matched with the anchor rods 2-3 can be kept consistent, and the firmness of the trolley base 2-1 is improved.
The utility model discloses the flow of construction is: excavation of a foundation pit of the drainage chute → pre-burying of an anchor rod, construction of pedestrian stepping stairs, backfilling of concrete for the side wall of the over-excavated foundation pit and the ground surface → installation of a winch at the top of the drainage chute foundation pit, debugging of the height of a trolley base by the winch → dispatching and installation of a steel trolley track at two sides of the drainage chute foundation pit, corresponding sliding fit of a guide rail wheel in the steel trolley track → sequential matching and binding of a drag hook and the anchor rod → starting of a power system to fix the trolley base, and corresponding and internal concrete molds of a left template and a right template for sealing → concrete pouring → corresponding control of the positions of the left template and the right template by a beam till the construction of the whole drainage chute is finished.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a steel mould platform truck that is used for tailing storehouse water drainage tank concrete monolithic pouring which characterized in that: the device comprises a template system, a supporting system and a power system; the template system comprises a left template and a right template, wherein a partition wall template is connected and installed between the left template and the right template, template grooves are correspondingly formed in the middle positions of the left template and the right template, the middle positions of the template grooves are disconnected to form two movable templates, a steel hinge for forming retractable connection between the two movable templates is further arranged, and two sides of the steel hinge correspond to each other one by one and are fixedly connected with the two movable templates; the supporting system comprises a trolley base, a suspension truss and an anchor rod pre-embedded into the pedestrian stepping ladder, wherein a track frame is fixedly arranged above the pedestrian stepping ladder, the suspension truss is fixedly arranged above the trolley base in a welding mode, transverse grooves are fixedly arranged on the left side and the right side below the trolley base, guide rail wheels are arranged in the transverse grooves in an array and are in rotating fit with the transverse grooves, drag hooks are fixedly arranged on the side edges of the transverse grooves below the trolley base correspondingly, and the drag hooks are correspondingly hooked on the anchor rod; the power system comprises two cranes and a plurality of hydraulic jacks which are separately arranged, the suspension truss is fixedly provided with two beams which are separately arranged left and right, the two cranes are arranged below the two beams in a one-to-one sliding fit mode, the left crane is used for suspending the left template in a hanging mode, the right crane is used for suspending the right template in a hanging mode, the plurality of hydraulic jacks are uniformly arranged above the left template and the right template at intervals, and telescopic rods of the plurality of hydraulic jacks correspondingly push against the left template and the right template below the trolley base to provide pre-pressing stress.
2. The steel mould trolley for integral casting of the concrete of the drainage channel of the tailings pond according to claim 1, is characterized in that: the left template and the right template are integrally formed by adopting 5 steel plates.
3. The steel mould trolley for integral casting of the concrete of the drainage channel of the tailings pond according to claim 1, is characterized in that: the back of left template and right template all corresponds fixed mounting and has the band steel, and the band steel of left template and right template all is equipped with a plurality ofly that vertically and horizontally staggered welded set up.
4. The steel mould trolley for integral casting of the concrete of the drainage channel of the tailings pond according to claim 1, is characterized in that: the trolley base and the suspension truss are integrally formed by adopting I-steel, the type of the I-steel of the trolley base is any one of 36a, 36b and 36c, and the type of the I-steel of the suspension truss is 14.
5. The steel mould trolley for integral casting of the concrete of the drainage channel of the tailings pond according to claim 1, is characterized in that: the crane adopts a 10t electric hoist.
6. The steel mould trolley for integral casting of the concrete of the drainage channel of the tailings pond according to claim 1, is characterized in that: the plurality of hydraulic jacks are arranged at the same height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020292923.XU CN212105891U (en) | 2020-03-10 | 2020-03-10 | A steel mould platform truck for tailing storehouse water drainage tank concrete is integrally cast |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020292923.XU CN212105891U (en) | 2020-03-10 | 2020-03-10 | A steel mould platform truck for tailing storehouse water drainage tank concrete is integrally cast |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212105891U true CN212105891U (en) | 2020-12-08 |
Family
ID=73635440
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020292923.XU Active CN212105891U (en) | 2020-03-10 | 2020-03-10 | A steel mould platform truck for tailing storehouse water drainage tank concrete is integrally cast |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212105891U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235472A (en) * | 2021-05-18 | 2021-08-10 | 中国水利水电第七工程局有限公司 | Concrete placement platform truck is contained to apron |
-
2020
- 2020-03-10 CN CN202020292923.XU patent/CN212105891U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235472A (en) * | 2021-05-18 | 2021-08-10 | 中国水利水电第七工程局有限公司 | Concrete placement platform truck is contained to apron |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103967050A (en) | Construction system of subway station | |
| CN208329596U (en) | A kind of semi-machine rail type subway station side wall template construction equipment | |
| CN202991063U (en) | Large-section tunnel hydraulic trolley | |
| CN106351180A (en) | Full hydraulic opening self-propelled template system for aqueduct | |
| CN111485500A (en) | Transverse lengthening reinforcing construction method and structure for retreating and dismantling of rhombic hanging basket | |
| CN205936645U (en) | A full liquid die plate system for culvert is pour | |
| CN212105891U (en) | A steel mould platform truck for tailing storehouse water drainage tank concrete is integrally cast | |
| CN113481944B (en) | Construction method of dam surface hole connection girder supporting structure | |
| CN107829408B (en) | Rectangular aqueduct construction steel mould trolley | |
| CN202064281U (en) | Slip form frame | |
| CN204475184U (en) | Urban light rail viaduct mountain type U beam Construction Supporting System | |
| CN203878979U (en) | Bolt opposite-pulling type track sliding formwork | |
| CN202989781U (en) | Width widened cast-in-place box beam moving support | |
| CN219972946U (en) | Climbing form for bridge pier construction | |
| CN205382425U (en) | Railway T type bridge adds builds sound barrier beam mold plate girder unwheeling | |
| CN109610354B (en) | Cast-in-situ slab culvert template system and construction method applying same | |
| CN214573768U (en) | Self-climbing sliding formwork pouring system for second-stage concrete pouring of gate slot | |
| CN210256628U (en) | Self-adaptive outer mold system for prefabricating concrete | |
| CN212406744U (en) | Template platform truck is filled to high-speed railway tunnel center ditch secondary | |
| CN213198093U (en) | Isolated pier mould | |
| CN112012473B (en) | Integrated steel formwork for wall body of cantilever rib type of sewage pool | |
| CN211117960U (en) | Main jacking device for pipe jacking construction | |
| CN209836812U (en) | Rail-mounted movable shaping mould frame | |
| CN208473293U (en) | Narrow deformation joint easy-dismount template system | |
| CN205894081U (en) | Symmetry formula rock -anchored beam concrete placement platform truck |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |