CN208748682U - A kind of movable type retaining wall construction formwork - Google Patents
A kind of movable type retaining wall construction formwork Download PDFInfo
- Publication number
- CN208748682U CN208748682U CN201821252438.9U CN201821252438U CN208748682U CN 208748682 U CN208748682 U CN 208748682U CN 201821252438 U CN201821252438 U CN 201821252438U CN 208748682 U CN208748682 U CN 208748682U
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- Prior art keywords
- stencil body
- retaining wall
- bottom plate
- plate
- track
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Abstract
The utility model relates to a kind of mobile retaining wall construction formworks, it is related to retaining wall construction field, bottom plate including retaining wall two sides are arranged in, bottom plate described in two sides is hinged with stencil body close to one end of retaining wall, the bottom plate is far from being provided with idler wheel on the face of stencil body, retaining wall two sides are provided with track in idler wheel position, it is in orbit that the idler wheel rolls connection, the track length is greater than stencil body length, the track includes multiple splice tracks, sealing structure is provided on the stencil body between bottom plate and ground, baffle is removably connected between stencil body described in two sides, the baffle plate setting is at the both ends of stencil body length direction, the baffle is abutted with ground, by splice track successively being spliced to the front of stencil body moving direction, drive stencil body in moving on track, it no longer needs to Installing and dismounting template is repeated, the construction efficiency of construction personnel is improved, saves labour.
Description
Technical field
The utility model relates to retaining wall construction field more particularly to a kind of mobile retaining wall construction formworks.
Background technique
Retaining wall refers to bearing Roadbed Soil or the hillside soil body, prevents from banketing or the structure of soil deformation unstability, on road
It is played a crucial role in base protection, and retaining wall construction needs dedicated template, guarantees gear in concreting
The structure size of cob wall meets design requirement after making retaining wall pouring molding, has certain bearing capacity.
The Chinese patent that Authorization Notice No. is CN205776332U discloses a kind of retaining wall construction device, including two are consolidated
The multiple Grouting Pipes for being scheduled on the template of retaining wall two sides and being fixed between two templates, the template bottom outside are hingedly useful
Multiple injected holes are equipped in the tube wall of fixed and adjusting template angle pedestal, the Grouting Pipe, the pedestal passes through anchor pole
It is fixed with ground.When in use, it needs to fix pedestal by anchor pole and ground before filling, completes concrete setting filling
Afterwards, it and needs to extract anchor pole, during actual construction, then needs to repeat to mount and dismount template and anchor pole, to complete relatively long distance
Retaining wall pour, continuous installation and removal leverage the construction efficiency of construction personnel.
Utility model content
The purpose of this utility model is to provide a kind of mobile retaining wall construction formworks, have moveable construction formwork
And the advantages of construction personnel's construction efficiency can be improved.
The above-mentioned purpose of the utility model has the technical scheme that
A kind of movable type retaining wall construction formwork, the bottom plate including retaining wall two sides are arranged in, bottom plate described in two sides are close
One end of retaining wall is hinged with stencil body, and the bottom plate is far from being provided with idler wheel, retaining wall two sides on the face of stencil body
Idler wheel position is provided with track, the idler wheel rolls connection in orbit, and it is long that the track length is greater than stencil body
Degree, the track includes multiple splice tracks, is provided with sealing structure, two sides on the stencil body between bottom plate and ground
Baffle is removably connected between the stencil body, the baffle plate setting is in the both ends of stencil body length direction, the gear
Plate is abutted with ground.
Implement above-mentioned technical proposal, when preparing to pour the first plate retaining wall, tracks positioned is placed in needs first and is poured
Idler wheel is driven bottom plate and stencil body to be placed on track, by driving stencil body on bottom plate by the retaining wall two sides built
Hinge joint rotates to adjust gradient to meet design requirement, and the baffle at stencil body length direction both ends is installed to template sheet
On body and bottom plate, baffle is allow to prevent concrete in casting process from flowing out towards the both ends of stencil body length direction, and
The bottom of baffle is abutted with ground, gap outflow of the concrete between baffle and ground can be prevented, sealing structure can protect
Card concrete in casting process not between bottom plate and ground towards leaking out outside stencil body, improve the sealing of entire template
Effect when preparation pours next plate earth-retaining wall form, is first leaned on stencil body after the first plate retaining wall pours completion molding
It is closely completed and pours the baffle of one end of retaining wall and remove, push entire template in a distance mobile on track, by movement side
Track rearward splices on the track to moving direction, and template movement to designated position is driven to complete next plate retaining wall
Pour, in this way, need to only be moved to template, can direct casting concrete improved without repeating installing and dismounting template
The construction efficiency of construction personnel, saves labour.
Further, the sealing structure includes sealing plate, and the sealing plate is fixedly connected on stencil body close to track
Bian Shang, the sealing plate are set as retractable structure.
Implement above-mentioned technical proposal, sealing plate can be driven to rotate when adjusting stencil body gradient, but because sealing plate turns
When dynamic, sealing plate does circular motion in the hinge joint on bottom plate, will appear gap between sealing plate and ground, and concrete is caused to pour
It is flowed out from gap when building, sets retractable structure for sealing plate and sealing plate is made to be connected to ground always, improved entire
The leakproofness of template.
Further, the sealing plate includes fixed plate and the expansion plate that is plugged in fixed plate, and the fixed plate setting exists
On stencil body.
Implement above-mentioned technical proposal, when adjusting stencil body gradient, fixed plate can drive expansion plate to rotate, expansion plate
Because gravity is connected to ground always, drives expansion plate in moving in fixed plate, so that sealing plate is connected to ground always, improve
The leakproofness of entire template.
Further, it is connected between the baffle and stencil body and bottom plate by fixing bolt.
Implement above-mentioned technical proposal, after stencil body is adjusted in place, baffle is fixed on stencil body and bottom plate corresponding positions
It sets, tightens fixing bolt, so that baffle connect more secured with stencil body and bottom plate, when casting concrete, baffle can be to prevent
Only concrete is flowed out towards the both ends of stencil body length direction in casting process, so that entire formwork seal is stronger.
Further, multiple support rods are provided between the stencil body and bottom plate.
Implement above-mentioned technical proposal, after adjusting stencil body gradient, support rod can be with the inclination of fixed form ontology
Degree guarantees that template gradient does not change when concreting, meets the design requirement of retaining wall, support rod can also prevent
Stencil body collapses, and improves safety when casting concrete.
Further, the both ends of the support rod are hingedly connected on stencil body and bottom plate, and the support rod is scalable
Structure.
Implement above-mentioned technical proposal, when adjusting stencil body gradient, because the distance between stencil body and bottom plate can be sent out
Changing sets retractable structure for support rod and both ends is hingedly connected on stencil body and bottom plate, can allow support
The length of bar changes with the different gradient of stencil body, the different gradient of Lai Shiying stencil body, without in template sheet
Support rod is replaced again when body gradient difference, and use is more convenient.
Further, the support rod includes the fixed link hinged with bottom plate and the telescopic rod that is plugged in fixed link, described
Telescopic rod is articulated on stencil body far from the end of fixed link.
Implement above-mentioned technical proposal, when adjusting stencil body gradient, stencil body drives telescopic rod to move in fixed link
It is dynamic, so that the hinge joint of the hinge joint and stencil body of bottom plate and fixed link and telescopic rod rotates, used when adjusting stencil body
It is more convenient.
Further, the end that bottom plate is located remotely from the fixed link is provided with abutting bolt, and the abutting bolt abuts
To telescopic rod.
Implement above-mentioned technical proposal, after stencil body to be adjusted to certain gradient, the abutting spiral shell that is screwed into fixed link
Bolt is abutted to telescopic rod, so that telescopic rod is fixed to a certain position in fixed link, makes the position of support rod fixed form ontology,
Guarantee that stencil body gradient does not change in casting process, meet the design requirement of retaining wall, support rod is fixed to be completed
After can also prevent stencil body from collapsing, improve safety when casting concrete.
In conclusion the utility model has the following beneficial effects:
One, when the place of pouring removes the first plate retaining wall concrete, the direct moving die plate ontology of track to retaining wall can be passed through
Designated position improves the construction efficiency of construction personnel, saves labour, is connected between stencil body by fixing bolt
Baffle, so that entire formwork seal is stronger；
Two, telescopic sealing plate is provided on stencil body between bottom plate and ground, is entirely sealed in use process
Plate is connected to ground always, it is ensured that concrete is leaking outside not between bottom plate and ground towards stencil body in casting process
Out, the sealing effect of entire template is improved；
Three, be removably connected with the baffle that stencil body length direction both ends are set between stencil body, and baffle with
Ground abuts, and concrete can be prevented in casting process towards between the both ends and baffle and ground of stencil body length direction
Gap outflow, improves the leakproofness of entire template；
Four, it is provided with telescopic support rod between stencil body and bottom plate, is adapted to and fixed form ontology is different
Gradient, guarantee concreting when template gradient do not change, use is more convenient, and support rod can also prevent mould
Plate ontology collapses, and improves safety when casting concrete.
Detailed description of the invention
Fig. 1 is the utility model embodiment overall structure diagram；
Fig. 2 is the utility model embodiment for showing the structural schematic diagram of sealing plate and support rod；
Fig. 3 is the portion the A enlarged drawing in Fig. 2；
Fig. 4 is the structural schematic diagram that the utility model embodiment hides an end-stopping plate；
Fig. 5 is the portion the B enlarged drawing in Fig. 4；
Fig. 6 is the portion the C enlarged drawing in Fig. 4；
Appended drawing reference: 1, bottom plate；11, stencil body；111, sealing plate；1111, fixed plate；1112；Expansion plate；12, it rolls
Wheel；13, fixing bolt；14, lug；2, track；21, splice track；3, baffle；4, support rod；41, fixed link；42, it stretches
Bar；411, bolt is pushed against.
Specific embodiment
Below in conjunction with attached drawing, the technical solution of the utility model embodiment is described.
Embodiment
As shown in Figure 1, a kind of movable type earth-retaining wall form, the bottom plate 1 of the strip including retaining wall two sides are arranged in, two
Side bottom plate 1 is hinged with the stencil body 11 of strip close to one end of retaining wall, in the present embodiment, bottom plate 1 and template sheet
Body 11 is that Steel material is made.
As shown in Fig. 2, being provided with idler wheel 12 on face of the bottom plate 1 far from stencil body 11, retaining wall two sides are in 12 institute of idler wheel
The track 2 for being equipped with and matching with idler wheel 12 is installed in place, and the rolling of idler wheel 12 is connected on track 2, and in the present embodiment, idler wheel 12 is
Train idler wheel, track 2 are train track；In the present embodiment, 2 length of track is about 3 times of 11 length of stencil body, rail
Road 2 includes 3 splice tracks 21, and in other embodiments, splice track 21 may be configured as multiple；Idler wheel 12 and track 2 cooperate
Stencil body 11 can be moved up in splice track 2 when pouring the first plate retaining wall concrete of completion with moving die plate ontology 11
It is dynamic, after stencil body 11 is moved in last block splice track 21, preceding two pieces of splice tracks 21 splicing to third block is spelled
It integrates on 21, is mentioned by mobile splice track 21 repeatedly and stencil body 11 without repeating installing and dismounting template
The high construction efficiency of construction personnel, saves labour.
As shown in Fig. 2, being provided with multiple support rods 4 between stencil body 11 and bottom plate 1, support rod 4 includes cutting with scissors with bottom plate 1
The fixed link 41 connect and the telescopic rod 42 being plugged in fixed link 41, telescopic rod 42 are articulated with template far from the end of fixed link 41
On ontology 11, in the present embodiment, the end that bottom plate 1 is located remotely from fixed link 41, which is provided with, pushes against bolt 411(referring to figure
3), when needing to adjust the gradient of stencil body 11, bolt 411 will be pushed against and back-outed, by driving stretching on stencil body 11
Contracting bar 42 is moved in fixed link 41, to adjust the gradient of stencil body 11, after being adjusted in place, will be pushed against bolt 411 and is twisted
Enter, so that the bar portion for pushing against bolt 411 is pushed against to telescopic rod 42, fixes the position of stencil body 11, it is ensured that template
The gradient of ontology 11 does not change in casting process, meets the design requirement of retaining wall, and support rod 4 can also prevent mould
Plate ontology 11 collapses, and improves safety when casting concrete；In other embodiments, it is fixed flexible that jumping bean spring can be used
Bar 42 is in the position in fixed link 41.
As shown in Figure 2 and Figure 4, sealing plate 111, sealing plate 111 are provided on stencil body 11 between bottom plate 1 and ground
Including fixed plate 1111 and expansion plate 1112, fixed plate 1111 is welded on stencil body 11, and expansion plate 1112 is slidably connected to
In fixed plate 1111, fixed plate 1111, expansion plate 1112 and stencil body 11 are located at approximately the same plane；When adjustment stencil body 11
When gradient, entire sealing plate 111 is connected to ground always, it is ensured that concrete in casting process will not from bottom plate 1 with
Towards leakage outside stencil body 11 between ground, the sealing effect of entire template is improved, in other embodiments, is stretched when having adjusted
Contracting plate 1112 behind position in fixed plate 1111, can by using bolt or pin etc. by telescopic rod 42 in fixed plate 1111
Position is fixed, and prevents from driving expansion plate 1112 to move in fixed plate 1111 during stencil body 11 is mobile.
As shown in Figure 1 and Figure 4, baffle 3 is provided between two sides stencil body 11, the setting of baffle 3 is long in stencil body 11
The edge of the both ends in degree direction, stencil body 11 and bottom plate 1 is provided with lug 14, baffle 3 and lug in the position where baffle 3
14 connect (referring to figs. 5 and 6) by fixing bolt 13；When 11 Slope angle adjustment of stencil body in place after, pass through fixing bolt
13 are fixedly connected with stencil body 11 with the lug 14 on bottom plate 1 with baffle 3, and during casting concrete, baffle 3 can be to prevent
Only concrete is flowed out towards the both ends of 11 length direction of stencil body in casting process, since the bottom of baffle 3 is abutted with ground,
Gap outflow of the concrete between baffle 3 and ground can be also prevented, the leakproofness of entire template is improved, in the present embodiment
In, baffle 3 is made of Steel material.
Specific work process: before preparing to pour the first plate retaining wall concrete, first unwrapping wire has good positioning retaining wall institute in place
Set, track 2 be then placed in retaining wall two sides of the bottom, with crane by stencil body 11, bottom plate 1 by idler wheel 12 place it is in-orbit
On road 2, next back-out the abutting bolt 411 on all support rods 4, to adjust the gradient of stencil body 11, adjusts template
After ontology 11 gradient to gradient required by DESIGN OF RETAINING WALLS, all abutting bolts 411 are screwed into, stencil body 11 is fixed
Position (in the process pay attention to maintain stencil body 11 stablize), it is full to guarantee that template gradient does not change in casting process
Sufficient DESIGN OF RETAINING WALLS requirement, when adjusting gradient, the expansion plate 1112 under stencil body 11 is moved in fixed plate 1111, is made
Sealing plate 111 is obtained by the gap sealing between bottom plate 1 and ground, prevents concrete from flowing from the gap between bottom plate 1 and ground
Out, after the completion of the adjustment of entire template, the baffle 3 at 11 both ends of stencil body is installed in place, will be kept off by fixing bolt 13
(notice that 3 bottom of baffle will abut ground) on the lug 14 that plate 3 is fixed on stencil body 11 and bottom plate 1, for guaranteeing coagulation
Soil is not flowed out from the gap between 11 length direction both ends of stencil body and baffle 3 and ground, can after the completion of all preparations
Start to pour retaining wall concrete.
After the molding of the first board concrete, when preparation pours the second plate retaining wall concrete, removes retaining wall and pour shifting
After the baffle 3 at dynamic direction rear, the track 2 for pouring moving direction rear is spliced on the track 2 poured in front of moving direction,
Then entire template is moved to next plate earth-retaining wall displacement, is recycled with this, can start casting concrete after the completion of preparation,
Without repeating installing and dismounting template, the construction efficiency of construction personnel is improved, labour is saved.
Claims (8)
1. a kind of movable type retaining wall construction formwork, the bottom plate (1) including retaining wall two sides are arranged in, bottom plate (1) described in two sides
One end close to retaining wall is hinged with stencil body (11), which is characterized in that the bottom plate (1) is far from stencil body (11)
It is provided on face idler wheel (12), retaining wall two sides are provided with track (2) in idler wheel (12) position, and the idler wheel (12) rolls
It is connected on track (2), track (2) length is greater than stencil body (11) length, and the track (2) includes multiple splicing rails
Road (21) is provided with sealing structure, stencil body described in two sides on the stencil body (11) between bottom plate (1) and ground
(11) it is removably connected between baffle (3), the baffle (3) setting is described at the both ends of stencil body (11) length direction
Baffle (3) is abutted with ground.
2. a kind of mobile retaining wall construction formwork according to claim 1, which is characterized in that the sealing structure includes
Sealing plate (111), the sealing plate (111) are fixedly connected on stencil body (11) on the side of track (2), the sealing plate
(111) it is set as retractable structure.
3. a kind of mobile retaining wall construction formwork according to claim 2, which is characterized in that the sealing plate (111)
Including fixed plate (1111) and the expansion plate (1112) being plugged in fixed plate (1111), the fixed plate (1111) is arranged in mould
On plate ontology (11).
4. a kind of mobile retaining wall construction formwork according to claim 1, which is characterized in that the baffle (3) and mould
It is connected between plate ontology (11) and bottom plate (1) by fixing bolt (13).
5. a kind of mobile retaining wall construction formwork according to claim 1, which is characterized in that the stencil body (11)
Multiple support rods (4) are provided between bottom plate (1).
6. a kind of mobile retaining wall construction formwork according to claim 5, which is characterized in that the support rod (4)
Both ends are hingedly connected on stencil body (11) and bottom plate (1), and the support rod (4) is retractable structure.
7. a kind of mobile retaining wall construction formwork according to claim 6, which is characterized in that support rod (4) packet
The telescopic rod (42) for including and bottom plate (1) hinged fixed link (41) and being plugged in fixed link (41), the telescopic rod (42) are remote
End from fixed link (41) is articulated on stencil body (11).
8. a kind of mobile retaining wall construction formwork according to claim 7, which is characterized in that on the fixed link (41)
The end for being located remotely from bottom plate (1), which is provided with, pushes against bolt (411), and the abutting bolt (411) abuts on telescopic rod (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821252438.9U CN208748682U (en) | 2018-08-04 | 2018-08-04 | A kind of movable type retaining wall construction formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821252438.9U CN208748682U (en) | 2018-08-04 | 2018-08-04 | A kind of movable type retaining wall construction formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208748682U true CN208748682U (en) | 2019-04-16 |
Family
ID=66058923
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821252438.9U Expired - Fee Related CN208748682U (en) | 2018-08-04 | 2018-08-04 | A kind of movable type retaining wall construction formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208748682U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644527A (en) * | 2019-09-05 | 2020-01-03 | 浙江中正岩土技术有限公司 | Novel retaining wall structure and construction method |
| CN110748149A (en) * | 2019-11-02 | 2020-02-04 | 上海建工五建集团有限公司 | Formwork device suitable for construction of over 400-meter ultra-long wall and installation method thereof |
| CN113152892A (en) * | 2021-05-18 | 2021-07-23 | 王长财 | Anti-toppling device for building construction template and using method |
| CN113152890A (en) * | 2021-04-14 | 2021-07-23 | 韩喜存 | Green's building templates |
| CN114837186A (en) * | 2022-05-13 | 2022-08-02 | 中铁一局集团有限公司 | Supplementary construction equipment of muscle retaining wall installation |
-
2018
- 2018-08-04 CN CN201821252438.9U patent/CN208748682U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644527A (en) * | 2019-09-05 | 2020-01-03 | 浙江中正岩土技术有限公司 | Novel retaining wall structure and construction method |
| CN110748149A (en) * | 2019-11-02 | 2020-02-04 | 上海建工五建集团有限公司 | Formwork device suitable for construction of over 400-meter ultra-long wall and installation method thereof |
| CN110748149B (en) * | 2019-11-02 | 2024-02-09 | 上海建工五建集团有限公司 | Die carrier equipment suitable for construction of ultra-long wall body with length of more than 400 meters and mounting method of die carrier equipment |
| CN113152890A (en) * | 2021-04-14 | 2021-07-23 | 韩喜存 | Green's building templates |
| CN113152892A (en) * | 2021-05-18 | 2021-07-23 | 王长财 | Anti-toppling device for building construction template and using method |
| CN114837186A (en) * | 2022-05-13 | 2022-08-02 | 中铁一局集团有限公司 | Supplementary construction equipment of muscle retaining wall installation |
| CN114837186B (en) * | 2022-05-13 | 2024-04-19 | 中铁一局集团有限公司 | Reinforced retaining wall installation auxiliary construction equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190416 Termination date: 20210804 |