CN213204057U - Integral pouring template system for floating bollard rail of lock chamber wall of ship lock - Google Patents
Integral pouring template system for floating bollard rail of lock chamber wall of ship lock Download PDFInfo
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- CN213204057U CN213204057U CN202021907244.5U CN202021907244U CN213204057U CN 213204057 U CN213204057 U CN 213204057U CN 202021907244 U CN202021907244 U CN 202021907244U CN 213204057 U CN213204057 U CN 213204057U
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Abstract
The utility model relates to a shipping engineering ship lock construction technical field, concretely relates to ship lock room floating bollard track integral casting template system. The marine prop internal mold comprises an earth facing side template, a water facing side template and a marine prop internal mold, wherein the water facing side template is spliced with a die opening of the marine prop internal mold, and the earth facing side template and the marine prop internal mold are connected and fastened through a counter-pulling piece; the ship column internal mold is internally provided with a movable connecting rod, and the movable connecting rod is provided with a hoisting structure. The utility model discloses a cooperation of meeting native side form board, meeting water side form board and boat post centre form has constituteed integrative lock chamber wall body and the boat post track template of pouring, when carrying out the drawing, makes the convenient face of pouring break away from with pouring of boat post centre form through movable connecting rod, has improved efficiency, and whole pouring template system has simplified the technology of pouring the construction, has improved the quality of pouring, has still improved the security of construction.
Description
Technical Field
The utility model relates to a shipping engineering ship lock construction technical field, concretely relates to ship lock room floating bollard track integral casting template system.
Background
The floating bollard track construction is used as an important link in the lock chamber wall construction of the ship lock, and plays an important role in the temporary mooring safety of the ship after navigation. The conventional construction method is a secondary pouring method at present, firstly pouring the concrete of the wall body of the gate chamber, reserving a second-stage concrete groove, embedding a first-stage inserted bar, roughening the surface of the reserved groove after removing a formwork, welding a connecting plate and a second-stage anchor bar, installing a track embedded part, and performing second-stage concrete pouring in a layered mode.
When the traditional lock chamber wall floating type bollard track is constructed, a vertical construction joint exists in secondary pouring, anchor bars need to be secondarily welded through connecting plates, the anti-pulling performance is reduced, and the integrity of concrete and steel bars connected with a wall body of the track cannot be guaranteed; when the rail steel plate is installed, the operation space is small, high-altitude operation is required for chiseling, welding and the like, an operation platform and a protective guard are difficult to reliably erect, and great potential safety hazards exist; the second-stage concrete has small section size and high height, needs layered construction, has horizontal construction joints, and is difficult to control the verticality and the size; when concrete is poured, the joint of the rail steel plate and the upstream surface of the poured wall body is easy to cause slurry leakage, and the appearance quality is affected; after the form is removed, the secondary concrete can be poured after the processes of chiseling, welding and the like, and the construction efficiency is low.
Consequently, there is the place that waits for the improvement in current safety belt setting mode, needs to make the aerial work can conveniently set up safety rope and safety belt, guarantee operating personnel's work safety, needs to improve the optimization in order to obtain more reasonable technical scheme to present suspension point setting mode, solves not enough among the prior art.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defect that prior art exists mentioned in the above-mentioned content, the utility model provides a lock chamber wall floating bollard track monolithic casting template system aims at optimizing the improvement to the bearing structure of teacher's system, strengthen the wholeness that lock chamber wall floating bollard track and wall are connected, reduce the later stage crack, improve straightness and size position accuracy hang down, guarantee that floating bollard operation is smooth and easy, improve appearance quality, reduce construction safety risk, improve the construction efficiency, improve floating bollard orbital entity quality and appearance quality conscientiously.
In order to achieve the above object, the utility model discloses the technical scheme who specifically adopts is:
a ship lock chamber wall floating type mooring post track integral pouring template system comprises an earth facing side template, a water facing side template and a post inner mold, wherein the water facing side template is spliced with a mold opening of the post inner mold; the ship column internal mold is internally provided with a movable connecting rod, and the movable connecting rod is provided with a hoisting structure.
According to the pouring template system, the earth facing side template, the water facing side template and the inner ship column form the exterior template of the lock chamber wall body in a surrounding mode, the concrete can be poured into the space formed by the earth facing side template, the water facing side template and the inner ship column form in one step, the inner ship column form can be retracted through adjusting the movable connecting rod after the shaping, the inner ship column form can be conveniently separated from the pouring surface of the lock chamber wall, the lock chamber wall and the ship column track can be built in one step, secondary pouring and other subsequent additional processing procedures are avoided, and the processing process and the pouring efficiency are greatly simplified.
Further, the pouring template system disclosed in the above technical scheme is optimized, so as to facilitate improvement of precision and help fixing of the internal mold of the ship column, and the following specific feasible schemes are provided: the pouring template system further comprises a rail steel plate embedded part, the rail steel plate embedded part is arranged on the ground, and the ship column inner die is connected with the rail steel plate embedded part. The track steel plate embedded part is fixed to the ground, and the ship column inner die is connected and fixed on the track steel plate. When the template is built, the outer side of the inner hull column mold is fixedly connected with the water side template through bolts, and the inner side of the inner hull column mold is fixedly connected with the template on the soil side through the counter-pulling piece.
Further, the movable connecting rod structure disclosed in the above technical scheme is optimized, and the following concrete feasible schemes are given as follows: the movable connecting rod comprises a first connecting rod and a second connecting rod which are hinged with each other, and the free ends of the first connecting rod and the second connecting rod are respectively connected and fixed to two opposite inner side surfaces of the ship column inner die. The movable connecting rod is arranged and used for forming after pouring, when the formwork is detached, the movable connecting rod is lifted to enable a certain included angle to be formed between the first connecting rod and the second connecting rod, so that the net distance between the two opposite inner walls of the inner film of the ship column can be reduced, the separation of the inner film of the ship column and the pouring surface can be helped, and the formwork is conveniently detached.
Further, the movable connecting rod disclosed in the above technical solution is continuously optimized, and the following concrete feasible solutions are given as follows: the number of the movable connecting rods is more than or equal to one, and when the number of the movable connecting rods is more than one, the movable connecting rods are positioned on the same plane in the longitudinal direction.
Further, in order to facilitate the stripping, the hoisting structure is optimized, and the following specific feasible schemes are provided: the lifting structure comprises lifting rods which are longitudinally connected with all the movable connecting rods, and lifting holes are formed in the lifting rods. The significance that sets up like this lies in, upwards stimulates the jib when the drawing die, plays the jib and can drive all movable connecting rods simultaneously, makes the boat post centre form whole with pour and break away from between the face, conveniently takes out the boat post centre form from the track hole.
Further, the structure of the inner mold of the ship column disclosed in the above technical scheme is optimized and improved, and the following concrete feasible schemes are given as follows: the inner ship column mould is also provided with a pair supporting structure, and the pair supporting structure is used for supporting the opposite inner wall inside the inner ship column mould. The setting is to propping the meaning of structure and is lain in, after setting up the boat post centre form, through propping the intensity that the structure help improved the boat post centre form to propping, can avoid the deformation of boat post centre form at the in-process of pouring to the guarantee is pour the level and smooth of face, improves the quality of pouring.
Still further, the structure of the support structure is not uniquely determined, and the support structure disclosed in the above technical solution is optimized here, which is a particularly feasible solution as follows: the bracing structure comprises a screw rod sleeve, adjusting screw rods are oppositely arranged at two ends of the screw rod sleeve, one end of each adjusting screw rod is sleeved with the screw rod sleeve, the other end of each adjusting screw rod abuts against the inner wall of the inner die of the ship column, an adjusting nut is further arranged on each adjusting screw rod, and the adjusting nut abuts against a port of the screw rod sleeve.
Furthermore, in order to conveniently set the adjusting screw rod, a structure which is matched and abutted by the adjusting screw rod is arranged in the inner die of the ship column, and the following specific feasible schemes are given out: and a propping lath is arranged on the inner wall surface of the inner hull column mould, and one end of the adjusting screw rod props against the propping lath.
Further, the pulling piece disclosed in the above technical solution is optimized, and the following concrete feasible solutions are given as follows: the opposite-pulling piece comprises an opposite-pulling rod, one end of the opposite-pulling rod is connected and fixed to the soil-facing side formwork, and the other end of the opposite-pulling rod is connected to the inner ship column formwork. In the process of template building and gate chamber wall pouring, the pull rod is used for keeping the inner die of the ship column and the template on the soil facing side fixed relatively, so that the deformation of a pouring surface is avoided, and the pouring quality is improved.
Further, in order to facilitate the arrangement of the pull rod, the internal mold of the ship column disclosed in the above technical solution is optimized, and the following concrete feasible solutions are provided: the ship column inner die is provided with a movable back rib, one section of the opposite pull rod connected to the ship column inner die penetrates through the movable back rib, the opposite pull rod is provided with a tensioning nut, and the tensioning nut is tightly abutted to the movable back rib.
Compared with the prior art, the utility model discloses the beneficial effect who has is:
the utility model discloses a cooperation of meeting native side form board, meeting water side form board and boat post centre form has constituteed integrative lock chamber wall body and the boat post track template of pouring, when carrying out the drawing, makes the convenient face of pouring break away from with pouring of boat post centre form through movable connecting rod, has improved efficiency, and whole pouring template system has simplified the technology of pouring the construction, has improved the quality of pouring, has still improved the security of construction.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only show some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic top view of a cast formwork system.
Fig. 2 is a schematic structural view of the inner hull pillar mold in front view.
Fig. 3 is a schematic view of the inner hull of the bollard in side view.
In the above drawings, the meanings of the respective symbols are: 1. a soil-facing layer template; 2. a pull rod is arranged; 3. a water-facing side template; 4. a boat column inner mold; 5. a movable back rib; 6. a counter-bracing structure; 601. adjusting the screw rod; 602. a screw rod sleeve; 7. a movable connecting rod; 8. lifting the suspender; 9. the track steel sheet is buried.
Detailed Description
The present invention will be further explained with reference to the drawings and the embodiments.
It should be noted that the description of the embodiments is provided to help understanding of the present invention, but the present invention is not limited thereto. Specific structural and functional details disclosed herein are merely illustrative of example embodiments of the invention. The present invention may, however, be embodied in many alternate forms and should not be construed as limited to the embodiments set forth herein.
Examples
The utility model discloses in the pouring work progress to current lock chamber wall body, be difficult to once pour realization lock chamber wall body and floating bollard track shaping, often need the secondary pour with the condition of more construction processes, a new template system structure of pouring is proposed, the joint strength of pouring the template has been strengthened, also made things convenient for in the lift die in-process with the bollard centre form 4 with pour the face separation, construction process has been simplified greatly, the efficiency of construction and the quality of pouring have been improved.
Specifically, as shown in fig. 1, fig. 2 and fig. 3, the integrated pouring template system for the floating mooring post rail of the lock chamber wall provided by the embodiment comprises an earth facing side template, a water facing side template 3 and a post inner mold 4, wherein the water facing side template 3 is spliced with a die opening of the post inner mold 4, and the earth facing side template is connected and fastened with the post inner mold 4 through a counter-pulling member; the inner hull column mould 4 is internally provided with a movable connecting rod 7, and the movable connecting rod 7 is provided with a hoisting structure.
According to the pouring template system, the earth facing side template, the water facing side template 3 and the ship column inner mold 4 are enclosed to form the exterior template of the lock chamber wall, concrete can be poured into the space enclosed by the earth facing side template, the water facing side template and the ship column inner mold 4 for one-time forming, the ship column inner mold 4 can be retracted through adjusting the movable connecting rod 7 after forming, the ship column inner mold can be conveniently separated from the pouring surface of the lock chamber wall, the lock chamber wall and the ship column track can be built through one-time pouring, secondary pouring and other subsequent additional processing procedures are avoided, and the processing process and the pouring efficiency are greatly simplified.
The pouring template system disclosed in the technical scheme is optimized, so that the accuracy is improved conveniently, the ship column inner mold 4 is helped to be fixed, and the following specific and feasible schemes are given out: the pouring template system further comprises a rail steel plate embedded part 9, the rail steel plate embedded part 9 is arranged on the ground, and the ship column inner die 4 is connected with the rail steel plate embedded part 9. The rail steel plate embedded part 9 is fixed to the ground, and the ship column inner die 4 is fixedly connected to the rail steel plate. When the template is built, the outer side of the inner ship column mold 4 is fixedly connected with the water side template 3 through bolts, and the inner side of the inner ship column mold 4 is fixedly connected with the template on the soil facing side through the counter-pulling piece.
The structure of the movable connecting rod 7 disclosed in the above technical scheme is optimized, and the following concrete feasible schemes are given as follows: the movable connecting rod 7 comprises a first connecting rod and a second connecting rod which are hinged with each other, and the free ends of the first connecting rod and the second connecting rod are respectively connected and fixed to two opposite inner side surfaces of the inner hull column model 4. Set up movable connecting rod 7's effect lies in, when pouring the shaping after, carries out the dismantlement work of template, carries to draw movable connecting rod 7 and can make and form certain contained angle between first connecting rod and the second connecting rod, so can reduce the clear distance between two relative inner walls of boat post inner membrance, so can help the separation of boat post centre form 4 and pouring face, conveniently demolish the template.
The movable connecting rod 7 disclosed in the above technical solution is continuously optimized, and the following concrete feasible solutions are given: the number of the movable connecting rods 7 is more than or equal to one, and when the number of the movable connecting rods 7 is more than one, the movable connecting rods 7 are positioned on the same plane in the longitudinal direction.
In order to facilitate the stripping, the hoisting structure is optimized, and the following specific feasible schemes are given: the lifting structure comprises a lifting rod 8 which is connected with all the movable connecting rods 7 in the longitudinal direction, and lifting holes are formed in the lifting rod 8. The significance that sets up like this lies in, upwards stimulates jib 8 when the drawing, and jib 8 can drive all movable connecting rod 7 simultaneously, makes between the ship post centre form 4 is whole and pour the face break away from, conveniently takes out ship post centre form 4 from the track hole.
Preferably, adopt the channel-section steel as playing jib 8 in this embodiment, and play jib 8 through articulating on first connecting rod or second connecting rod, can realize pulling first connecting rod and second connecting rod and form the contained angle.
The structure of the inner hull column mould 4 disclosed in the above technical scheme is optimized and improved, and the following concrete feasible schemes are given as follows: the inner ship column mould 4 is also provided with a pair supporting structure 6, and the pair supporting structure 6 is used for supporting the inner wall of the inner ship column mould 4. The setting is to propping structure 6's meaning and is lain in, after setting up post centre form 4, through propping the intensity that 6 help improvement post centre form 4 of structure, can avoid post centre form 4 to warp at the in-process of pouring to the guarantee is poured the level and smooth of face, improves the quality of pouring.
The structure of the supporting structure 6 is not uniquely determined, and the supporting structure 6 disclosed in the above technical solutions is optimized, so as to give the following concrete feasible solutions: the opposite-supporting structure 6 comprises a screw rod sleeve 602, two ends of the screw rod sleeve 602 are oppositely provided with adjusting screw rods 601, one ends of the adjusting screw rods 601 are sleeved with the screw rod sleeve 602, the other ends of the adjusting screw rods 601 tightly support the inner wall of the inner ship column model 4, adjusting nuts are further arranged on the adjusting screw rods 601, and the adjusting nuts tightly support ports of the screw rod sleeve 602.
In order to conveniently arrange the adjusting screw rod 601, a structure that the adjusting screw rod 601 is tightly matched and abutted is arranged in the inner hull column model 4, and the following concrete feasible schemes are given: the inner wall surface of the inner hull column model 4 is provided with a abutting lath, and one end of the adjusting screw rod 601 abuts against the abutting lath.
Preferably, the abutting lath is made of channel steel, and a fork is arranged at a section of the adjusting screw 601 contacting with the abutting lath and contacts with the abutting lath through a fork structure.
The pulling piece disclosed in the above technical scheme is optimized, and the following concrete feasible schemes are given as follows: the opposite-pulling piece comprises an opposite-pulling rod 2, one end of the opposite-pulling rod 2 is connected and fixed to the soil-facing side formwork, and the other end of the opposite-pulling rod 2 is connected to the inner hull column formwork 4. In the process of template building and gate chamber wall pouring, the pull rod 2 is used for keeping the inner ship column mold 4 and the template on the soil facing side fixed relatively, so that the deformation of a pouring surface is avoided, and the pouring quality is improved.
In order to facilitate the arrangement of the pull rod 2, the inner hull column mold 4 disclosed in the above technical solution is optimized, and the following concrete feasible solutions are provided: the inner ship column model 4 is provided with a movable back rib 5, one section of the opposite pull rod 2 connected to the inner ship column model 4 penetrates through the movable back rib 5, the opposite pull rod 2 is provided with a tensioning nut, and the tensioning nut is tightly abutted to the movable back rib 5.
Preferably, adopt two channel-section steels as activity back of the body muscle 5 in this embodiment, two channel-section steels interval settings, middle space supplies to pass tie rod 2, and in whole template system of pouring, longitudinal arrangement sets up a plurality of activity back of the body muscle 5, and a tie rod 2 can be connected to a activity back of the body muscle 5.
The above embodiments are just examples of the present invention, but the present invention is not limited to the above alternative embodiments, and those skilled in the art can obtain other various embodiments by arbitrarily combining the above embodiments, and any one can obtain other various embodiments by the teaching of the present invention. The above detailed description should not be taken as limiting the scope of the invention, which is defined in the following claims, and which can be used to interpret the claims.
Claims (10)
1. The utility model provides a ship lock chamber wall floating bollard track integral casting template system, includes soil facing side form board, water facing side form board (3) and bollard centre form (4), its characterized in that: the water-facing side template (3) is spliced with a die opening of the ship column internal mold (4), and the soil-facing side template is connected and fastened with the ship column internal mold (4) through a counter-pulling piece; a movable connecting rod (7) is arranged in the inner hull column mould (4), and a hoisting structure is arranged on the movable connecting rod (7).
2. The lock chamber wall floating bollard track integral casting formwork system of claim 1, wherein: the pouring template system further comprises a rail steel plate embedded part (9), the rail steel plate embedded part (9) is arranged on the ground, and the ship column inner die (4) is connected with the rail steel plate embedded part (9).
3. The lock chamber wall floating bollard track integral casting formwork system of claim 1, wherein: the movable connecting rod (7) comprises a first connecting rod and a second connecting rod which are hinged with each other, and the free ends of the first connecting rod and the second connecting rod are respectively connected and fixed to two opposite inner side surfaces of the inner hull column model (4).
4. The lock chamber wall floating bollard track integral casting formwork system of claim 3, wherein: the number of the movable connecting rods (7) is more than or equal to one, and when the number of the movable connecting rods (7) is more than one, the movable connecting rods (7) are positioned on the same plane in the longitudinal direction.
5. The lock chamber wall floating bollard track integral casting formwork system of claim 4, wherein: the lifting structure comprises a lifting rod (8) which is connected with all movable connecting rods (7) in the longitudinal direction, and lifting holes are formed in the lifting rod (8).
6. The lock chamber wall floating bollard track integral casting formwork system of claim 1, wherein: the inner ship column mould (4) is also provided with a pair supporting structure (6), and the pair supporting structure (6) is used for supporting the inner wall opposite to the inner part of the inner ship column mould (4).
7. The lock chamber wall floating bollard track integral casting formwork system of claim 6, wherein: the bracing structure (6) comprises a screw rod sleeve (602), adjusting screw rods (601) are oppositely arranged at two ends of the screw rod sleeve (602), one end of each adjusting screw rod (601) is sleeved with the screw rod sleeve (602), the other end of each adjusting screw rod abuts against the inner wall of the inner ship column model (4), an adjusting nut is further arranged on each adjusting screw rod (601), and the port of the screw rod sleeve (602) is abutted by the adjusting nut.
8. The lock chamber wall floating bollard track cast-in-one template system of claim 7, wherein: and a propping lath is arranged on the inner wall surface of the inner hull column mould (4), and one end of the adjusting screw rod (601) props against the propping lath.
9. The lock chamber wall floating bollard track integral casting formwork system of claim 1, wherein: the opposite-pulling piece comprises an opposite-pulling rod (2), one end of the opposite-pulling rod (2) is connected and fixed to the soil-facing side formwork, and the other end of the opposite-pulling rod (2) is connected to the inner ship column formwork (4).
10. The lock chamber wall floating bollard track cast-in-one template system of claim 9, wherein: the ship column inner die (4) is internally provided with a movable back rib (5), one section of the opposite pull rod (2) connected to the ship column inner die (4) penetrates through the movable back rib (5), the opposite pull rod (2) is provided with a tensioning nut, and the tensioning nut is tightly abutted to the movable back rib (5).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021907244.5U CN213204057U (en) | 2020-09-03 | 2020-09-03 | Integral pouring template system for floating bollard rail of lock chamber wall of ship lock |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021907244.5U CN213204057U (en) | 2020-09-03 | 2020-09-03 | Integral pouring template system for floating bollard rail of lock chamber wall of ship lock |
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| CN213204057U true CN213204057U (en) | 2021-05-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114263180A (en) * | 2022-01-19 | 2022-04-01 | 中国葛洲坝集团建设工程有限公司 | Floating type mooring post second-stage concrete rapid construction device and method |
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2020
- 2020-09-03 CN CN202021907244.5U patent/CN213204057U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114263180A (en) * | 2022-01-19 | 2022-04-01 | 中国葛洲坝集团建设工程有限公司 | Floating type mooring post second-stage concrete rapid construction device and method |
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