CN220226901U - Main drainage ditch box die capable of achieving narrow and demoulding movement of tunnel inverted arch - Google Patents

Main drainage ditch box die capable of achieving narrow and demoulding movement of tunnel inverted arch Download PDF

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Publication number
CN220226901U
CN220226901U CN202321764659.5U CN202321764659U CN220226901U CN 220226901 U CN220226901 U CN 220226901U CN 202321764659 U CN202321764659 U CN 202321764659U CN 220226901 U CN220226901 U CN 220226901U
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China
Prior art keywords
box die
main body
drainage ditch
box
supporting seat
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CN202321764659.5U
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Inventor
方兵
欧阳云峰
陈明富
李迎阳
王福海
熊军
李勇
张伟
甘宇
吕超
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China Railway 11th Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd
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China Railway 11th Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd
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Abstract

The utility model discloses a main drainage ditch box die with a tunnel inverted arch capable of narrowing and demoulding movement, which comprises a box die main body and auxiliary moving mechanisms symmetrically positioned at the front end and the rear end of the box die main body, wherein the box die main body is of a left-right symmetrical spliced box body structure, a hydraulic cylinder mounting seat is welded on the box die main body, and a hydraulic cylinder is mounted on the hydraulic cylinder mounting seat; the auxiliary moving mechanism comprises a supporting seat fixed on the front wall and the rear wall of the box die main body and a telescopic supporting leg corresponding to the supporting seat from top to bottom, wherein the supporting seat is provided with a vertical through hole, a platform and a lifting hook, the telescopic supporting leg comprises an inverted T-shaped supporting main frame with a vertical section penetrating through the vertical through hole and rollers positioned at the left end and the right end of a horizontal section of the inverted T-shaped supporting main frame, an anti-falling cross rod is arranged at the top end of the vertical section of the inverted T-shaped supporting main frame, a positioning hole matched with the supporting seat in size is formed in the vertical section of the inverted T-shaped supporting main frame, and the auxiliary moving mechanism is provided with a positioning pin, and has the advantages of smooth line shape of a poured main drainage ditch, high practicability, flexible operation and the like, and the task amount of constructors is reduced.

Description

Main drainage ditch box die capable of achieving narrow and demoulding movement of tunnel inverted arch
Technical Field
The utility model belongs to the technical field of tunnel drainage ditch construction, and particularly relates to a main drainage ditch box die with a narrowable and demouldable tunnel inverted arch.
Background
At present, the main drainage ditch construction of a tunnel is generally carried out by lifting a box mould from top to bottom to a design position by using a crane, then sealing the mould to pour two sides, removing the mould after reaching the standard of concrete strength, lifting the box mould to the next adjacent section, repeatedly pouring, and having complex operation, the task amount of constructors is large, the position of the box mould is manually adjusted at all times, but still has artificial errors, the box mould cannot accurately fall on the design path, the main drainage ditch path formed finally is not smooth and attractive, and the cross section of the main drainage ditch is square, so that the box mould is easy to collide with the concrete which is just poured when demoulding, and the side wall of the main drainage ditch is scraped in a large area and/or the side plate of the box mould is worn.
Disclosure of Invention
The utility model aims to provide a main drainage ditch box die with a narrow inverted arch and a demoulding movement, which is convenient to demould and accurate in box die positioning, and solves the problems that the side wall of the main drainage ditch is scraped in a large area and/or the side plate of the box die is worn out due to the fact that the box die is easy to collide with concrete which is just poured during demoulding, and the main drainage ditch path which is finally formed cannot be accurately fallen onto a design path is unsmooth and attractive due to the fact that the box die is hoisted to the design position from top to bottom by a crane.
The technical scheme adopted by the utility model is as follows: the utility model provides a but main escape canal case mould that tunnel invert is narrow drawing of patterns removed, includes case mould main part and symmetry is located the auxiliary movement mechanism of case mould main part front and back end, case mould main part wholly is bilateral symmetry's amalgamation box structure, and case mould main part longitudinal interval welding has the pneumatic cylinder mount pad, and the pneumatic cylinder of horizontal direction is installed to the bilateral symmetry of pneumatic cylinder mount pad, and the telescopic link end of pneumatic cylinder is fixed on the side board about the homonymy case mould main part, and when the inward synchronous shrink of telescopic link, the horizontal width of case mould main part is narrow drawing of patterns; the auxiliary moving mechanism comprises a supporting seat fixed on the front wall and the rear wall of the box die main body and a telescopic supporting leg vertically corresponding to the supporting seat, a vertical through hole, a platform for jack lifting and a lifting hook for lifting and hanging are arranged on the supporting seat, the telescopic supporting leg comprises an inverted T-shaped supporting main frame with a vertical section penetrating through the vertical through hole and rollers positioned at the left end and the right end of the horizontal section of the inverted T-shaped supporting main frame, an anti-falling cross rod is arranged at the top end of the vertical section of the inverted T-shaped supporting main frame, positioning holes matched in size are formed in the vertical section of the inverted T-shaped supporting main frame and the supporting seat, positioning pins are arranged, when the box die main body after being lifted and narrowed is suspended, the anti-falling cross rod falls on the top surface of the supporting seat under the gravity action of the telescopic supporting leg, the rollers fall to the ground, the positioning holes of the supporting seat and the inverted T-shaped supporting main frame are overlapped and are fixed through the positioning pins which transversely penetrate through, and accordingly the rollers can drive the box die main body to be narrowed and demoulded and suspended to move along a design path of a main drainage ditch.
As the preference of above-mentioned scheme, counter weight water injection pipe has been seted up to case mould main part front end plate, and the drain pipe that is close to case mould main part bottom has been seted up to the rear end plate, and counter weight water injection pipe is higher than the drain pipe to form the difference in height, make things convenient for the water injection to weight the case mould after, the rethread drain pipe flows.
Further preferably, a platform is arranged on one side, far away from the box die main body, of the supporting seat, the position design is reasonable, and the installation space of the jack is not blocked.
Further preferably, the top surface of the supporting seat is provided with a lifting hook, so that the lifting machine is convenient to hook, the front end and the rear end of the lifting machine are hooked, and the front end and the rear end of the box die main body are balanced in stress.
More preferably, the width of the top surface of the box die body is larger than that of the bottom surface, and the width difference between the upper end surface and the lower end surface is 1 cm-2 cm, so that the box die is convenient to demould.
The utility model has the beneficial effects that:
(1) Through the built-in horizontal pneumatic cylinder at the case mould main part, drive the case mould main part and control curb plate and retrieve, make case mould main part width narrow to guarantee that case mould curb plate can not bump with the lateral wall that has been pour, lead to the main escape canal lateral wall to be scraped by the large tracts of land and/or the circumstances of case mould curb plate wearing and tearing take place.
(2) Compared with the case mould is hoisted to the design position from top to bottom by adopting the lifting machine, the auxiliary moving mechanism is symmetrically arranged at the front end and the rear end of the case mould main body, so that the auxiliary case mould main body moves along the design path of the main drainage ditch, the problem that the lifting landing alignment precision is poor and manual calibration is needed is solved, the task amount of constructors is effectively reduced, the construction efficiency of the main drainage ditch is improved, the construction period is shortened, the cost is reduced, the linear smoothness of the main drainage ditch formed by final pouring is ensured, and the appearance is attractive.
(3) When lifting by crane case mould main part to anticreep horizontal pole fall on the supporting seat top surface, the gyro wheel whereabouts to ground, supporting seat and the coincidence of the locating hole of falling "T" type support body frame are fixed through the locating pin that transversely passes to provide mobilizable gyro wheel for case mould main part both ends, when the case mould main part moved to the next stage wait to pour the section, only need take out the locating pin, just can make gyro wheel bottom surface flush with case mould main part bottom surface through the self gravity of case mould main part, and project organization is ingenious, and the practicality is strong, flexible operation.
(4) The supporting seat is provided with the platform for lifting the jack and the lifting hook for lifting the hook, so that the crane is convenient to lift in the initial stage, then when the subsequent box die main body moves to the next stage, the box die main body is lifted by the jack to hang in the air, and then the roller is fallen down, thereby being convenient and quick and reasonable in design.
In conclusion, the method has the advantages of being smooth in line shape, high in practicality, flexible in operation and the like, and the task amount of constructors is reduced.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is a schematic view of the internal structure of the case mold body.
Detailed Description
The utility model is further illustrated by the following examples in conjunction with the accompanying drawings:
referring to fig. 1-2, a main drainage ditch box mold with a tunnel inverted arch capable of narrowing and demolding movement is composed of a box mold main body 1 and auxiliary moving mechanisms 2 symmetrically positioned at the front end and the rear end of the box mold main body 1.
The box die main body 1 is of a bilaterally symmetrical spliced box body structure.
The box die main body 1 is longitudinally welded with hydraulic cylinder mounting seats 11 at intervals.
The hydraulic cylinder mounting seats 11 are symmetrically provided with hydraulic cylinders 12 in the horizontal direction, and the ends of telescopic rod ends of the hydraulic cylinders 12 are fixed on the left side plate and the right side plate of the box die main body 1 at the same side.
When the telescopic rod synchronously contracts inwards, the transverse width of the box die main body 1 is narrowed and demoulded;
the front end plate of the box die main body 1 is provided with a counterweight water injection pipe 13, the rear end plate is provided with a drain pipe close to the bottom of the box die main body 1, and the counterweight water injection pipe 13 is higher than the drain pipe.
The width of the top surface of the box die main body 1 is larger than that of the bottom surface, and the width difference between the upper end surface and the lower end surface is 1 cm-2 cm.
The auxiliary moving mechanism 2 comprises a supporting seat 21 fixed on the front and rear walls of the box die main body 1 and telescopic legs 22 vertically corresponding to the supporting seat 21.
The supporting seat 21 is provided with a vertical through hole 211, a platform 212 for lifting a jack and a lifting hook 213 for lifting and hanging.
The side of the supporting seat 21 away from the box die main body 1 is provided with a platform 212.
The top surface of the supporting seat 21 is provided with a hanging hook 213.
The telescopic leg 22 is composed of an inverted "T" shaped supporting main frame 221 having a vertical section passing through the vertical through hole 211 and rollers 222 positioned at left and right ends of the horizontal section of the inverted "T" shaped supporting main frame 221.
The top end of the vertical section of the inverted T-shaped supporting main frame 221 is provided with an anti-falling cross bar 223.
The vertical section of the inverted "T" shaped support main 221 is provided with a positioning hole of a size matching the support base 21 and is equipped with a positioning pin 23.
When the box die main body 1 after lifting and narrowing is suspended, under the self gravity action of the telescopic supporting leg 22, the anti-falling cross rod 223 falls on the top surface of the supporting seat 21, the roller 222 falls to the ground, the positioning holes of the supporting seat 21 and the inverted T-shaped supporting main frame 221 are overlapped and fixed through the positioning pin 23 which transversely penetrates, and therefore the roller 222 can drive the box die main body 1 after narrowing and demolding and suspending to move along a main drainage ditch design path.
When the box die body 1 moves to the next stage to be poured through the roller 222, the box die body can fall back to the bottom surface from the suspension through the self gravity of the box die body 1 only by extracting the positioning pin 23.
And because the concrete pouring is carried out in a one-way and sequential manner along the designed path, as the box die main body moves to the next stage, the concrete poured in the previous stage plays a role of a rear side die, and only the side dies on two sides of the front section of the box die are required to be built, so that the task amount is reduced.

Claims (5)

1. Main escape canal case mould that tunnel invert can narrow drawing of patterns removed, its characterized in that: the box die comprises a box die main body (1) and auxiliary moving mechanisms (2) symmetrically arranged at the front end and the rear end of the box die main body (1), wherein the box die main body (1) is of a left-right symmetrical spliced box body structure, hydraulic cylinder mounting seats (11) are welded at intervals in the longitudinal direction of the box die main body (1), horizontal hydraulic cylinders (12) are symmetrically arranged on the left-right sides of the hydraulic cylinder mounting seats (11), the ends of telescopic rod ends of the hydraulic cylinders (12) are fixed on left side plates and right side plates of the box die main body (1) at the same side, and when a telescopic rod synchronously contracts inwards, the transverse width of the box die main body (1) is narrowed and demoulded; the auxiliary moving mechanism (2) comprises a supporting seat (21) fixed on the front wall and the rear wall of the box die main body (1) and a telescopic supporting leg (22) vertically corresponding to the supporting seat (21), a vertical through hole (211), a platform (212) for lifting jack and a lifting hook (213) for hanging a lifting jack are arranged on the supporting seat (21), the telescopic supporting leg (22) comprises a vertical section, a reverse T-shaped supporting main frame (221) penetrating through the vertical through hole (211) and rollers (222) located at the left end and the right end of the horizontal section of the reverse T-shaped supporting main frame (221), an anti-falling cross rod (223) is arranged at the top end of the vertical section of the reverse T-shaped supporting main frame (221), a positioning hole matched with the size is formed in the vertical section of the reverse T-shaped supporting main frame (221), and a positioning pin (23) is arranged on the supporting seat, when the box die main body (1) after being lifted narrowly is suspended, the anti-falling cross rod (223) falls on the top surface of the supporting seat (21) under the self gravity action of the telescopic supporting leg (22), and can be driven to fall to the top surface of the supporting seat (21) through the positioning pin (21) and the positioning pin (23) to be horizontally coincident with the positioning pin (23) along the positioning hole.
2. The main drainage ditch box die capable of realizing narrow demolding movement of a tunnel inverted arch according to claim 1, wherein the main drainage ditch box die is characterized in that: the box die is characterized in that a counterweight water injection pipe (13) is arranged on the front end plate of the box die main body (1), a drain pipe close to the bottom of the box die main body (1) is arranged on the rear end plate, and the counterweight water injection pipe (13) is higher than the drain pipe.
3. The main drainage ditch box die capable of realizing narrow demolding movement of a tunnel inverted arch according to claim 1, wherein the main drainage ditch box die is characterized in that: one side of the supporting seat (21) far away from the box die main body (1) is provided with a platform (212).
4. The main drainage ditch box die capable of realizing narrow demolding movement of a tunnel inverted arch according to claim 1, wherein the main drainage ditch box die is characterized in that: the top surface of the supporting seat (21) is provided with a lifting hook (213).
5. The main drainage ditch box die capable of realizing narrow demolding movement of a tunnel inverted arch according to claim 1, wherein the main drainage ditch box die is characterized in that: the width of the top surface of the box die main body (1) is larger than that of the bottom surface, and the width difference between the upper end surface and the lower end surface is 1 cm-2 cm.
CN202321764659.5U 2023-07-06 2023-07-06 Main drainage ditch box die capable of achieving narrow and demoulding movement of tunnel inverted arch Active CN220226901U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321764659.5U CN220226901U (en) 2023-07-06 2023-07-06 Main drainage ditch box die capable of achieving narrow and demoulding movement of tunnel inverted arch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321764659.5U CN220226901U (en) 2023-07-06 2023-07-06 Main drainage ditch box die capable of achieving narrow and demoulding movement of tunnel inverted arch

Publications (1)

Publication Number Publication Date
CN220226901U true CN220226901U (en) 2023-12-22

Family

ID=89179196

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321764659.5U Active CN220226901U (en) 2023-07-06 2023-07-06 Main drainage ditch box die capable of achieving narrow and demoulding movement of tunnel inverted arch

Country Status (1)

Country Link
CN (1) CN220226901U (en)

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