CN217233526U - Arch lining template trolley is detained to hole stake method - Google Patents
Arch lining template trolley is detained to hole stake method Download PDFInfo
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- CN217233526U CN217233526U CN202221098804.6U CN202221098804U CN217233526U CN 217233526 U CN217233526 U CN 217233526U CN 202221098804 U CN202221098804 U CN 202221098804U CN 217233526 U CN217233526 U CN 217233526U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The utility model discloses an arch lining cutting form jumbo is detained to hole stake method, through setting up door type platform truck skeleton, the excavation equipment of the face in front of being convenient for smoothly passes through, can realize excavation operation and lining cutting structure construction and implement in step, the structure is reliable, lining cutting speed is very fast, the efficiency of construction is high; the lifting device is arranged, so that the buckling arch structure template can be positioned, and the operation is convenient; the track traveling device is arranged, so that the trolley framework can be automatically driven to move forwards or backwards according to the site construction progress; by arranging the buckling arch structure template, the first side template and the second side template can be adjusted to tightly jack the top longitudinal beam side base after the top template is positioned, the arch buckling lining by the hole-pile method can be ensured to meet the design thickness, and the forming effect and the construction quality of the arch buckling lining by the hole-pile method are improved; through setting up the operation device, adopt the conveying pipeline can guarantee concrete placement quality, adopt the operation window can satisfy the concrete layering and pour the requirement, can reduce construction cost and improve construction quality.
Description
Technical Field
The utility model relates to an engineering construction equipment technical field especially relates to a hole stake method is detained and is encircleed lining template platform truck.
Background
At present, a formwork support form is generally adopted in tunnel pile method station lining arch buckling construction, a full framing scaffold, battens and a formwork combination mode is erected to construct an arch buckling lining structure, and when arch buckling lining construction is carried out, excavation construction of a front face can be influenced, so that only single-process operation can be carried out on site excavation and lining construction, and the site construction progress is seriously influenced. In addition, the formwork support is generally an assembled formwork, the joints are easy to stagger, construction quality is poor, and the formwork support is complex in erection and dismantling processes, so that construction efficiency is low. In addition, the construction load of the buckled arch lining concrete pouring is large, the formwork support belongs to a project with large danger exceeding a certain scale, the instability and the overturning risk exist in the concrete pouring construction process, and the safety is low.
SUMMERY OF THE UTILITY MODEL
Based on this, an object of the utility model is to provide a hole stake method is detained and is encircleed lining template platform truck for solve among the prior art construction quality poor, the security is low, the low scheduling problem of efficiency of construction.
The utility model provides a hole stake method is detained and is encircleed lining template platform truck, include:
the trolley framework is arranged in a door shape, the trolley framework is provided with two rows of door post fences, a cross beam, a plurality of stand columns and a side frame which are arranged in parallel relatively, the cross beam is arranged above the door post fence, the stand columns are arranged above the cross beam, and the side frame is arranged on the door post fence on one side;
the lifting device comprises lifting mechanisms which are respectively arranged at two ends of the door post fence;
the track traveling device comprises guide rails arranged in parallel relatively and a traveling mechanism capable of traveling on the guide rails, the guide rails are paved on a hardened pavement for buckling arch lining construction, and the traveling mechanism is installed at the bottom of the lifting mechanism;
the buckling and arching structure template comprises a top template, a first side template and a second side template, the top template is arranged around the upright post and the side frame in a surrounding manner, the first side template is connected with the side frame and the top template and can move relative to the side frame, and the second side template is connected with the door post fence at the other side and the top template and can move relative to the door post fence at the other side;
the operation device comprises a plurality of material conveying pipes and a plurality of operation windows, wherein the material conveying pipes are installed on the top of the trolley framework, and the operation windows are installed on the top template.
Optionally, the top form includes a first top form and a second top form, the first top form encloses to be established the frame and a part the periphery of stand, and with the first side form is connected, the second top form encloses to be established in another the periphery of stand, and its both ends respectively with the first top form with second side form is connected.
Optionally, the first top formwork, the second top formwork, the first side formwork and the second side formwork are steel formworks.
Further, the trolley framework further comprises a plurality of vertical supporting shoes, the vertical supporting shoes are installed at the bottom of the doorpost fence, and the vertical supporting shoes can move relative to the doorpost fence.
Further, the working device also comprises a plurality of electric vibrators arranged on the top template.
Optionally, a plurality of the electric vibrators are respectively and correspondingly arranged between two adjacent operation windows.
Optionally, the first side template is connected with the side frame through a first telescopic device, and the second side template is connected with the door post fence on one side through a second telescopic structure.
Further, the trolley frame further comprises operation platforms arranged at two ends of the door column fence respectively, and a ladder stand connected with the operation platforms at the top, wherein the bottom end of the ladder stand is abutted to the hardened pavement of the buckling arch lining construction.
Furthermore, the trolley framework further comprises a cross rod, one end of the cross rod is connected with the lifting mechanism, and the other end of the cross rod is overlapped in the middle of the ladder stand.
Furthermore, a plurality of backfill grouting holes are further formed in the top template, and the backfill grouting holes are formed between every two adjacent conveying pipelines.
The utility model has the advantages of as follows:
the utility model provides a hole stake method is detained and is encircleed lining template platform truck through setting up the platform truck skeleton into the door type, can be convenient for the excavation equipment of the face in the front to pass through smoothly to can realize that excavation operation and lining cutting structure construction are implemented in step, the structure is reliable, lining cutting speed is very fast, the efficiency of construction is high; the lifting device is arranged, so that the buckling arch structure template can be positioned, and the operation is convenient; the track traveling device can drive the trolley framework to move forwards or backwards, so that the trolley framework can automatically travel according to the site construction progress, and the construction efficiency is improved; by arranging the buckling arch structure template, the first side template and the second side template can be adjusted to tightly prop against the top longitudinal beam side base after the top template is positioned, so that the arch lining by the hole-pile method can be ensured to meet the design thickness, and the forming effect and the construction quality of the arch lining by the hole-pile method are improved; through setting up the operation device, adopt the conveying pipeline can guarantee concrete placement quality, adopt the operation window can satisfy the concrete layering and pour the requirement to can reduce construction cost and improve construction quality.
For a better understanding and practice, the invention is described in detail below with reference to the accompanying drawings.
Drawings
Fig. 1 is a transverse sectional view of a hole-pile method buckling arch lining formwork trolley provided by the utility model;
fig. 2 is a longitudinal sectional view of the hole-pile method buckling arch lining formwork trolley provided by the utility model;
FIG. 3 is a schematic view of the arrangement of the operation window, the backfill grouting hole and the feed delivery pipe provided by the present invention;
fig. 4 is a positioning transverse cross-sectional view of the arch lining form trolley adopting a hole-pile method;
fig. 5 is a lateral cross-sectional view of a hole-pile method buckling arch lining form trolley;
fig. 6 is the utility model provides a pair of hole stake method is detained and is encircleed construction scene sketch map of lining template platform truck.
Detailed Description
The directional terms upper, lower, left, right, front, rear, front, back, top, bottom, etc. referred to or which may be referred to in this specification are defined relative to their construction and are relative concepts. Therefore, it may be changed according to different positions and different use states. Therefore, these and other directional terms should not be construed as limiting terms.
The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with the present invention. Rather, they are merely examples of implementations consistent with certain aspects of the present invention.
The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used in this application, the singular forms "a", "an" and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. Unless stated to the contrary, the present invention provides the use of the ordinal numbers such as "first", "second", etc., to distinguish between a plurality of objects and are not intended to define a sequence, priority or importance of the plurality of objects.
Referring to fig. 1-6, the present invention provides a hole-pile method buckling arch lining form trolley, which includes:
the trolley frame 1 is of a door shape, the trolley frame 1 is provided with two rows of door post fences 11, a cross beam 12, a plurality of upright posts 13 and a side frame 14 which are arranged in parallel relatively, the cross beam 12 is arranged above the door post fences 11, the plurality of upright posts 13 are arranged above the cross beam 12, and the side frame 14 is arranged on the door post fences 11 on one side;
the lifting device 2 comprises lifting mechanisms 21 which are respectively arranged at two ends of the doorpost fence 11;
the track traveling device 3, the track traveling device 3 includes the guide rail 31 that is relatively disposed in parallel and can be walked on the guide rail 31 the running gear 32, the guide rail 31 is laid on the hardened road surface 100 of the lining construction of buckling arch, the running gear 32 is installed on the bottom of the lifting gearing 21;
the buckling arch structure template 4 comprises a top template 41, a first side template 42 and a second side template 43, the top template 41 is arranged around the periphery of the upright post 13 and the side frame 14 in a surrounding manner, the first side template 42 is connected with the side frame 14 and the top template 41 and can move relative to the side frame 14, and the second side template 43 is connected with the other side door post fence 11 and the top template 41 and can move relative to the other side door post fence 11;
the working device 5 comprises a plurality of material conveying pipes 51 and a plurality of working windows 52, wherein the material conveying pipes 51 are arranged on the top of the trolley framework 1, and the working windows 52 are arranged on the top template 41.
The utility model provides a hole stake method is detained and is encircleed lining template platform truck, through setting up platform truck skeleton 1 to the door type, can be convenient for the excavation equipment of the face in the front to pass through smoothly to can realize that excavation operation and lining cutting structure construction are implemented in step, the structure is reliable, lining cutting speed is very fast, the efficiency of construction is high; the lifting device 2 is arranged, so that the buckling arch structure template 4 can be positioned, and the operation is convenient; the track traveling device 3 can drive the trolley framework 1 to move forwards or backwards, so that the trolley framework can automatically travel according to the site construction progress, and the construction efficiency is improved; by arranging the buckling arch structure template 4, the first side template 42 and the second side template 43 can be adjusted to tightly prop against the top longitudinal beam side base after the top template 41 is positioned, so that the buckling arch lining of the hole-pile method can meet the design thickness, and the forming effect and the construction quality of the buckling arch lining of the hole-pile method are improved; through setting up operation device 5, adopt conveying pipeline 51 can guarantee concrete placement quality, adopt operation window 52 can satisfy the concrete layering requirement of pouring to can reduce construction cost and improve construction quality.
In the concrete implementation scene, the utility model provides a hole stake method is detained and is encircleed lining template platform truck is located between side column, limit longeron structure, well stake, the top longeron structure, and wherein, side column and limit longeron structure are located same one side, and well stake and top longeron structure are located same one side, and the limit longeron structure is close to detain and encircles lining structure top and set up C20 concrete backfill material, and the top of top longeron structure sets up C35 concrete backfill material. The utility model provides a hole stake method is detained and is encircleed lining cutting template platform truck's periphery is used for the construction to detain and encircles lining cutting structure.
In a specific implementation, the lifting device 2 can be lifted and lowered in a hydraulic manner. For example, a working pressure of 12Mpa may be used for hydraulic lifting.
In specific implementation, the traveling mechanism 32 may be driven by a motor to move forward or backward, and may be braked by a motor in combination with an electromagnetic method. The guide rail 31 can be a steel rail and is durable.
In specific implementation, the length of the first side formwork 42 can be set to be larger than that of the second side formwork 43, so that the construction requirement of buckling and lining the arch by the hole-pile method can be met conveniently.
In specific implementation, the number of the feed pipes 51 may be 3, and the number of the operation windows 52 may be 4.
Optionally, the top mold plate 41 includes a first top mold plate 411 and a second top mold plate 412, the first top mold plate 411 is disposed around the periphery of the side frame 14 and a portion of the columns 13 and connected to the first side mold plate 42, and the second top mold plate 412 is disposed around the periphery of the other column 13 and connected at its two ends to the first top mold plate 411 and the second side mold plate 43, respectively. In specific implementation, the first top formwork 411 and the second top formwork 412 can be positioned through the lifting device 2, and then the first side formwork 42 and the second side formwork 43 are adjusted to ensure that the arch lining is buckled by the hole-pile method to meet the design thickness, so that the construction quality can be improved.
In specific implementation, the length of the first top formwork 411 may be set to be greater than that of the second top formwork 412, so as to meet the construction requirement of buckling and lining an arch by a hole-pile method.
In specific implementation, the first top formwork 411, the second top formwork 412, the first side formwork 42 and the second side formwork 43 are steel formworks, so that the problems of instability and overturning risks in the concrete pouring construction process can be solved, and the safety is improved.
Optionally, the bogie frame 1 further comprises a plurality of vertical supporting shoes 15, the vertical supporting shoes 15 are mounted at the bottom of the door post rail 11, and the vertical supporting shoes 15 are movable, such as foldable or telescopic, relative to the door post rail 11. When concrete implementation, when platform truck skeleton 1 was fixed a position, vertical boots 15 that prop support on guide rail 31 for the vertical pressure of buckleing the arch lining bulky concrete can be reduced the construction risk to and improve concrete construction quality, when detaining the 4 drawing of patterns of arch structure template, vertical boots 15 that prop can realize freely accomodating, the quick construction that circulates.
Further, the working device 5 further includes a plurality of electric vibrators 53 mounted on the top die plate 41. Through setting up electric vibrator 53, can vibrate the concrete of pouring to ensure that the structure of concrete is closely knit.
Specifically, a plurality of electric vibrators 53 are respectively and correspondingly arranged between two adjacent working windows 52, so that the structure of the concrete can be further ensured to be compact.
In practical applications, the number of the electric vibrators 53 may be set to 9. Illustratively, the electric vibrator 53 may be an electric vibrator 53 having a power of 0.75kw, but of course, electric vibrators 53 having other powers may be used.
Alternatively, the first side form 42 is connected to the side frame 14 through the first telescopic device 16, and the second side form 43 is connected to the side sill 11 through the second telescopic structure. In practical implementation, the first side template 42 and the second side template 43 can be adjusted through the first telescopic device 16 and the second telescopic device 17.
In a specific implementation, the first telescopic device 16 and the second telescopic device 17 may be the lifting device 2 which is arranged obliquely.
In specific implementation, the bottom of the first side formwork 42 is provided with a through hole 200, and the first side formwork can be tied to the hardened pavement 100 for the arch lining construction through a rope lock catch, so that the first side formwork 42 can be conveniently positioned.
Further, the trolley frame 1 further comprises a working platform 18 respectively arranged at two ends of the door column rail 11, and a ladder 19 connected with the working platform 18 at the top, wherein the bottom end of the ladder 19 abuts against the hardened pavement 100 for the buckling arch lining construction. Through setting up work platform 18 at the both ends of gatepost fence 11, the work platform 18 of front end can provide the reinforcing bar system and ann operating condition, and the work platform 18 of rear end can provide lining structure concrete maintenance and repair operating condition, through setting up the cat ladder 19 that corresponds with work platform 18, can make things convenient for the operation personnel to go up and down work platform 18.
Further, the trolley frame 1 further comprises a cross rod 101, one end of the cross rod 101 is connected with the lifting mechanism 21, and the other end of the cross rod 101 is overlapped in the middle of the ladder stand 19. The stability of the ladder 19 can be enhanced by providing the cross bar 101 to improve the safety of the worker for getting on and off the work platform 18.
Furthermore, the top form 41 is also provided with a plurality of backfill grouting holes 300, and the backfill grouting holes 300 are arranged between two adjacent conveying pipes 51, so that the requirements of buckling arch lining construction can be met.
Can know through the above description, compare in prior art, the utility model provides a hole stake method is detained and is encircleed lining cutting template platform truck, through setting up door type platform truck skeleton 1, elevating gear 2, rail running gear 3, detain and encircle structure template 4 and operation device 5, can realize excavation operation and lining cutting structure construction synchronous implementation, lining speed is very fast, the efficiency of construction is high, the structure is reliable, and convenient operation, can freely remove, hole stake method is detained and is encircleed the shaping effect and the construction quality of lining cutting, construction cost can be reduced.
The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention.
Claims (10)
1. The utility model provides a hole stake method is detained and is encircleed lining template platform truck which characterized in that includes:
the trolley framework is designed into a door shape, the trolley framework is provided with two rows of door post fences, a cross beam, a plurality of stand columns and a side frame which are arranged in parallel relatively, the cross beam is arranged above the door post fences, the stand columns are arranged above the cross beam, and the side frame is arranged on the door post fences on one side;
the lifting device comprises lifting mechanisms which are respectively arranged at two ends of the doorpost fence;
the track traveling device comprises guide rails arranged in parallel relatively and a traveling mechanism capable of traveling on the guide rails, the guide rails are paved on a hardened pavement for buckling arch lining construction, and the traveling mechanism is installed at the bottom of the lifting mechanism;
the buckling and arching structure template comprises a top template, a first side template and a second side template, the top template is arranged around the upright post and the side frame in a surrounding manner, the first side template is connected with the side frame and the top template and can move relative to the side frame, and the second side template is connected with the door post fence on the other side and the top template and can move relative to the door post fence on the other side;
the operation device comprises a plurality of material conveying pipes and a plurality of operation windows, wherein the material conveying pipes are installed on the top of the trolley framework, and the operation windows are installed on the top template.
2. A hole-pile-method buckling-arch lining formwork trolley according to claim 1, wherein the top formwork comprises a first top formwork and a second top formwork, the first top formwork is arranged around the side frame and a part of the columns and is connected with the first side formwork, the second top formwork is arranged around the other part of the columns and is connected with the first top formwork and the second side formwork at two ends respectively.
3. A hole-pile-method arch-setting lining form jumbo as recited in claim 2, wherein said first top form, said second top form, said first side form, and said second side form are steel forms.
4. A hole-pile-method arch-buckling lining formwork trolley as claimed in claim 1, wherein the trolley frame further comprises a plurality of vertical supporting shoes, the vertical supporting shoes are mounted at the bottom of the gate-post fence, and the vertical supporting shoes are movable relative to the gate-post fence.
5. A hole-pile-method arch-lining form work vehicle as defined in claim 1, wherein said working mechanism further includes a plurality of electric vibrators mounted to said top form.
6. A hole-pile method buckling arch lining formwork trolley as claimed in claim 5, wherein a plurality of said electric vibrators are respectively provided between two adjacent working windows.
7. A hole-pile-method buckling-arch lining form trolley as claimed in claim 1, wherein the first side form is connected with the side frame through a first telescopic device, and the second side form is connected with the gate post fence on one side through a second telescopic structure.
8. A hole-pile-method buckling-arch lining formwork trolley as claimed in any one of claims 1 to 7, wherein the trolley frame further comprises working platforms respectively arranged at both ends of the door column fence, and a ladder stand connected with the working platforms at the top, and the bottom end of the ladder stand abuts against a hardened road surface of the buckling-arch lining construction.
9. A hole-pile-method arch-buckling lining formwork trolley as claimed in claim 8, wherein the trolley frame further comprises a cross bar, one end of the cross bar is connected with the lifting mechanism, and the other end of the cross bar is lapped in the middle of the ladder.
10. A hole-pile method buckling-arch lining formwork trolley as claimed in any one of claims 1 to 7, wherein a plurality of backfill grouting holes are further formed in the top formwork, and the backfill grouting holes are formed between two adjacent conveying pipelines.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221098804.6U CN217233526U (en) | 2022-05-09 | 2022-05-09 | Arch lining template trolley is detained to hole stake method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221098804.6U CN217233526U (en) | 2022-05-09 | 2022-05-09 | Arch lining template trolley is detained to hole stake method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217233526U true CN217233526U (en) | 2022-08-19 |
Family
ID=82822732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221098804.6U Active CN217233526U (en) | 2022-05-09 | 2022-05-09 | Arch lining template trolley is detained to hole stake method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217233526U (en) |
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2022
- 2022-05-09 CN CN202221098804.6U patent/CN217233526U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230705 Address after: No. 99 Science Avenue, Zhengzhou High-tech Industrial Development Zone, Henan Province Patentee after: CHINA RAILWAY TUNNEL STOCK Co.,Ltd. Patentee after: GUANGZHOU METRO GROUP Co.,Ltd. Patentee after: China Railway (Guangzhou) Investment Development Co.,Ltd. Address before: No. 99 Science Avenue, Zhengzhou High-tech Industrial Development Zone, Henan Province Patentee before: CHINA RAILWAY TUNNEL STOCK Co.,Ltd. Patentee before: China Railway (Guangzhou) Investment Development Co.,Ltd. |
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| TR01 | Transfer of patent right |