Integral self-tensioning prestressed laminated slab long line platform production line

Abstract

The utility model provides an integral self-tensioning prestressed laminated slab long-line bench production line. The integral self-tensioning prestressed laminated slab long-line bench production line comprises a maintenance device, a long-line bench formwork, a track, a numerical control hydraulic tensioning machine, a fixed cross beam, a tensioning cross beam, a fixed guide rail, a pressed longitudinal beam, a fixed pedestal, a film coating, galling, carding and separating all-in-one machine and a concrete automatic distributing machine based on visual inspection. The concrete curing device has the advantages that the designed curing device comprises the automatic opening and closing curing shed cover installed above the fixed mold table and the steam curing pipeline installed below the fixed mold table, the curing device is easy to operate, low in manufacturing cost and good in sealing effect, the concrete curing temperature and humidity can be effectively improved, the curing period is shortened, and the maintenance efficiency is improved. The production line is high in automation and standardization degree, the prestressed laminated slabs can be produced on a large scale within a short time, the labor intensity of workers is greatly reduced, the production efficiency is improved, standard management of equipment is facilitated, and the safety is improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to a whole self tensioning prestressed composite board long line platform production line and belongs to the technical field of fabricated buildings. BACKGROUND

[0002] Fabricated buildings have the advantages of fast construction speed, good quality, energy saving and environmental protection, and become the development direction of the current building industry low-carbon transformation and upgrading. Concrete composite boards play an important role in the fabricated building industry. The commonly used composite board structure can be divided into prestressed concrete composite boards, profiled steel plate concrete composite boards, steel bar truss concrete composite boards and PK prestressed concrete composite boards according to different prefabricated bottom plates. The prestressed concrete composite board adds pre-tensioning prestress in the concrete composite board, and the upper part of the board is combined with the full-length stiffening rib beam, which can greatly improve the bearing capacity of the horizontal component. In the conventional building span range, the setting of the scaffold can be omitted, the application of turnover materials such as steel pipes and formworks is reduced, and the requirements of building industrialization and sustainable development principles are fully met. Energy is saved, wet work on site is reduced, environmental protection is beneficial, engineering quality and crack resistance are greatly improved, and the promotion and application of fabricated buildings are beneficial.

[0003] The traditional prestressed concrete composite board production process mainly has two forms, namely pre-tensioning production method and post-tensioning production method. However, the existing prestressed concrete composite board production method mainly adopts single fixed mold platform production by pre-tensioning method. The produced prestressed concrete composite boards cannot be completely moved to the curing kiln for centralized curing like assembly line production, the product quality is unstable, the production efficiency is low, and the labor cost is high.

[0004] In summary, there is an urgent need to provide a whole self tensioning prestressed composite board long line platform production line to improve the product quality and production efficiency of prestressed concrete composite boards and reduce production costs. UTILITY MODEL CONTENTS

[0005] In view of the deficiencies of the prior art, the utility model aims to provide a whole self tensioning prestressed composite board long line platform production line.

[0006] In order to achieve the above-mentioned purpose, the utility model is realized by the following technical scheme:

[0007] A whole self tensioning prestressed composite board long line platform production line, comprising a curing device, a long line platform mold, a track, a numerical control hydraulic tensioning machine, a fixed cross beam, a tensioning cross beam, a fixed guide rail, a pressure longitudinal beam, a fixed pedestal, a film covering, hair teasing, carding and partition integrated machine and a concrete automatic distribution machine based on visual detection, the curing device is composed of an opening and closing type curing shed cover and a steam curing pipeline installed on the side of the long line platform mold.

[0008] Further, the maintenance shed cover comprises a support frame, a plastic film, a sliding guide rail, an electric pulley and a limiting device, the support frame is installed on the sliding guide rail, the electric pulley is arranged in the sliding guide rail, the support frame is connected with the electric pulley, the number of the sliding guide rails is two, the limiting device is installed on one side end of one of the sliding guide rails, the number of the support frames is multiple, and the plastic film is arranged between adjacent support frames, the steam curing pipeline comprises steam branch pipes and steam nozzles, the number of the steam branch pipes is two, and the steam nozzles are uniformly distributed on the steam branch pipes, and the limiting device is a limiting baffle.

[0009] Further, one end of the long-line mold parallel to the width direction of the long-line mold is provided with the fixed pedestal, the fixed pedestal is provided with an anchor device, the other end of the fixed pedestal is provided with the fixed cross beam, the tensioning cross beam and the numerical control hydraulic tensioning machine, the fixed cross beam and the tensioning cross beam are arranged below the fixed guide rail, the tensioning cross beam is slidably arranged on the fixed guide rail in cooperation with the electric pulley, the track is arranged on the long-line mold, and the concrete automatic distributing machine and the film covering, hair pulling and combing integrated machine are also arranged on the long-line mold in cooperation with the electric pulley.

[0010] Further, the pressure longitudinal beams are arranged on both sides of the long-line mold, the pressure longitudinal beams are composed of a plurality of prefabricated concrete pipe piles, the concrete pipe piles are connected by flanges, the concrete pipe piles are placed on a concrete ground surface, the concrete ground surface is pre-buried with foundation bolts at certain intervals, the foundation bolts are connected with the concrete pipe piles through U-shaped locks, and the two ends of the pressure longitudinal beams close to the fixed cross beam and the fixed pedestal are provided with steel sleeve boots.

[0011] Further, the number of the numerical control hydraulic tensioning machines is two, and the numerical control hydraulic tensioning machines are arranged between the fixed cross beam and the tensioning cross beam, the fixed cross beam and the tensioning cross beam are internally provided with steel sleeves, and the side surfaces of the fixed cross beam and the tensioning cross beam are provided with facing steel plates.

[0012] Further, the plastic film is arranged between the support frames, the support frame is a I-shaped plate, the outer side of the support frame is provided with mounting grooves at both ends, the end of the plastic film is arranged in the mounting groove, and a fixing plate is also arranged in the mounting groove.

[0013] Further, a plurality of clamping assemblies for fixing the fixing plates are arranged on the inner side of the support frame, the clamping assembly comprises a penetrating rod penetrating the support frame, a spring is sleeved on the penetrating rod, one end of the spring is fixed on the head end of the penetrating rod, the other end of the spring is fixed on the inner side of the support frame, and a clamping hole corresponding to the penetrating rod is fixed on the fixing plate.

[0014] The utility model discloses a beneficial effect:

[0015] The construction mode of the whole production line, by adopting the tensioning crossbeam and the compression longitudinal beam fixed to the tensioning crossbeam, replaces the excavation tensioning pedestal foundation, saves the excavation and manufacturing cost of the prefabricated pedestal foundation.

[0016] The compression longitudinal beam of the system is composed of several prefabricated concrete pipe piles, and the concrete pipe piles are connected by flange plate bolts, the production line is simple and convenient to arrange, time is saved, and the rapid installation, disassembly and replacement of the assembly line equipment can be realized.

[0017] The designed curing device includes an automatic opening and closing curing shed cover installed above the fixed mold table and a steam curing pipeline installed below the fixed mold table, the curing device is simple to operate, has low manufacturing cost and good sealing effect, can effectively improve the concrete curing temperature and humidity, and shorten the curing period.

[0018] The production line is high in automation and standardization, can produce prestressed laminated boards in large quantities in a short time, greatly reduces the labor intensity of workers, improves the production efficiency, is favorable for the standardized management of equipment, and improves the safety. BRIEF DESCRIPTION OF DRAWINGS

[0019] In order to more clearly illustrate the technical scheme in the embodiment of the utility model or the prior art, the drawings needed to be used in the embodiment will be simply introduced below, and obviously, the drawings in the following description are only some embodiments of the utility model, and other drawings can be obtained according to the drawings for the ordinary skilled in the art without creating labor.

[0020] Figure 1 It is a front view of the whole self-tensioning prestressed laminated board long-line-table production line of the utility model;

[0021] Figure 2 It is a film-coating, hair-pulling, carding and partition integrated machine and a concrete automatic distributing machine distribution schematic view of the whole self-tensioning prestressed laminated board long-line-table production line of the utility model;

[0022] Figure 3 It is a compression longitudinal beam schematic view of the whole self-tensioning prestressed laminated board long-line-table production line of the utility model;

[0023] Figure 4 It is a steel casing schematic view of the whole self-tensioning prestressed laminated board long-line-table production line of the utility model;

[0024] Figure 5 It is a fixed pedestal schematic view of the whole self-tensioning prestressed laminated board long-line-table production line of the utility model;

[0025] Figure 6The utility model discloses a whole self tensioning prestressed composite board long line table production line's supporting frame schematic view.

[0026] Figure 7 The utility model discloses a whole self tensioning prestressed composite board long line table production line's clamping assembly schematic view.

[0027] In the drawing: 1, curing device; 2, curing shed cover; 3, supporting frame; 4, plastic film; 5, sliding guide; 6, electric pulley; 7, limiting device; 8, steam curing pipeline; 9, steam branch pipe; 10, steam nozzle; 12, long line table mould; 16, track; 20, numerical control hydraulic tensioning machine; 30, fixed crossbeam; 31, tensioning crossbeam; 32, fixed guide rail; 34, steel sleeve pipe; 35, facing steel plate; 40, pressure longitudinal beam; 41, concrete pipe pile; 42, flange plate; 43, foundation bolt; 44, U-shaped lock catch; 45, steel sleeve shoe; 50, fixed pedestal; 60, film covering, hair pulling, carding and separating integrated machine; 70, concrete automatic distributing machine; 71, mounting groove; 72, fixed plate; 73, rod penetrating; 74, spring. DETAILED DESCRIPTION

[0028] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative work belong to the protection scope of the utility model.

[0029] Please refer to Figures 1-5The utility model provides a technical scheme: a whole self tensioning prestress composite board long line platform production line, this production line includes maintenance device 1, long line platform mould 12, track 16, numerical control hydraulic tensioning machine 20, fixed crossbeam 30, tensioning crossbeam 31, fixed guide rail 32, pressure longitudinal beam 40, fixed pedestal 50, film drawing wool carding partition all -in -one 60 and concrete automatic distribution machine 70 based on visual inspection, maintenance device 1 is by open and close type's maintenance shed cover 2 and installs in long line platform mould 12 side's steam maintenance pipeline 8 is composed, maintenance shed cover 2 includes support frame 3, plastic film 4, sliding guide rail 5, electric pulley 6 and limiting device 7, support frame 3 is installed on sliding guide rail 5, there is electric pulley 6 in sliding guide rail 5, support frame 3 is connected with electric pulley 6, the number of sliding guide rail 5 is two, limiting device 7 is installed in one side end of one of sliding guide rail 5, the number of support frame 3 is multiple, and adjacent support frame 3 between is provided with plastic film 4, steam maintenance pipeline 8 includes steam branch pipe 9 and steam nozzle 10, the number of steam branch pipe 9 is two, steam nozzle 10 is evenly distributed on steam branch pipe 9, parallel to the width direction of long line platform mould 12 one end is equipped with fixed pedestal 50, is provided with anchor device on fixed pedestal 50, the other end of fixed pedestal 50 is equipped with fixed crossbeam 30, tensioning crossbeam 31 and numerical control hydraulic tensioning machine 20, fixed crossbeam 30 and tensioning crossbeam 31 below are arranged fixed guide rail 32, tensioning crossbeam 31 is slidably arranged on fixed guide rail 32 in cooperation with electric pulley, the track 16 is arranged on the long line platform mould 12, the concrete automatic distribution machine 70 and the film drawing wool carding partition all -in -one 60 are also set up on the long line platform mould 12 in cooperation with electric pulley, parallel to the both sides of long line platform mould 12 is provided with pressure longitudinal beam 40, pressure longitudinal beam 40 is composed of several prefabricated concrete pipe piles 41, the concrete pipe pile 41 is connected by flange plate 42, the concrete pipe pile 41 is placed on the concrete ground surface, the concrete ground surface is embedded with anchor bolt 43 at certain distance, the anchor bolt 43 is connected with the concrete pipe pile 41 through U-shaped lock 44, the pressure longitudinal beam 40 is equipped with steel sleeve shoe 45 near the both ends of fixed crossbeam 30 and fixed pedestal 50, the number of numerical control hydraulic tensioning machine 20 is two, and is arranged between fixed crossbeam 30 and tensioning crossbeam 31, fixed crossbeam 30 and tensioning crossbeam 31 are internally provided with steel sleeve pipe 34, fixed crossbeam 30 and tensioning crossbeam 31 side are provided with facing steel plate 35, limiting device 7 is limiting baffle.

[0030] The sliding guide rail and pulley 6 are equipped with an existing switch. The switch allows the pulley to move back and forth from one side of the support frame to the other. After reaching the designated position, the limiting device 7 will restrict the movement of the pulley, completing the opening and closing of the plastic film and forming a semi-circular sealed space. The curing shed should be at least 1m wider than the width of the prestressed composite slab production line to allow for operating space for production personnel. The steam curing pipeline 8 includes a steam branch pipe 9 and a steam nozzle 10. Curing steam is supplied to the steam branch pipe 9 through a boiler connected to natural gas, and then sprayed out into the sealed curing space by the steam nozzle 10. The steam curing pipeline is installed on the side of the fixed mold table. The sprayed curing steam is delivered into the sealed curing space, shortening the curing time and improving the curing efficiency.

[0031] The long-line formwork is composed of several formwork units closely assembled. Molds can be laid on the formwork and prestressed steel bars can be placed on it. A fixed base 50 is provided at one end parallel to the width direction of the long-line formwork. Anchors are provided on the fixed base for anchoring the prestressed steel bars. The other end is provided with a fixed crossbeam 30, a tensioning crossbeam 31 and a CNC hydraulic tensioning machine 20 for tensioning the prestressed steel bars. Fixed guide rails 32 are arranged below the fixed crossbeam 30 and the tensioning crossbeam 31 to facilitate the movement of the tensioning crossbeam and reduce frictional resistance. A track is arranged at one end near the fixed base for the movement of the vision-based automatic concrete placing machine 70 and the film-coated roughening and combing partition integrated machine 60.

[0032] The compression longitudinal beam 40 is composed of several precast concrete pipe piles 41. The compression longitudinal beam is arranged on both sides parallel to the length of the long formwork. The concrete pipe piles are connected by flanges 42. The precast concrete pipe piles are placed on the concrete ground. Anchor bolts 43 are embedded in the concrete ground at certain intervals. The anchor bolts are connected to the precast concrete pipe piles by U-shaped locking buckles 44 to prevent the precast concrete pipe piles from shifting. The two ends of the compression longitudinal beam near the fixed crossbeam and the fixed platform are provided with steel boots 45.

[0033] Two CNC hydraulic tensioning machines (20 units in total) are arranged between the fixed crossbeam and the tensioning crossbeam. The stress point of the machine is located in the same straight line as the centroid of the compression longitudinal beam to ensure that the compression longitudinal beam will not generate eccentric load. Similarly, the centroids of the CNC hydraulic tensioning machine, the compression longitudinal beam, the fixed crossbeam, and the tensioning crossbeam should all be in the same plane. The fixed crossbeam and the tensioning crossbeam are equipped with steel sleeves (34) for the arrangement of prestressing tendons. The fixed crossbeam and the tensioning crossbeam are equipped with protective steel plates (35) on their sides to prevent stress concentration damage at the tensioning points of the prestressing tendons.

[0034] See Figures 5-6The support frame 3 is an I-shaped plate, both outer side end faces of the support frame 3 are provided with mounting grooves 71, the end of the plastic film 4 is arranged in the mounting groove 71, and a fixing plate 72 is also arranged in the mounting groove 71; a plurality of clamping assemblies for fixing the fixing plate 72 are arranged on the inner side end face of the support frame 3; the clamping assembly comprises a penetrating rod 73 penetrating through the support frame 3, a spring 74 is sleeved on the penetrating rod 73, one end of the spring 74 is fixed on the head end of the penetrating rod 73, and the other end of the spring 74 is fixed on the inner side end face of the support frame 3; the fixing plate 72 is fixedly provided with a plug-in hole corresponding to the penetrating rod 73; during installation, the plastic film 4 is arranged in the mounting groove 71, and the fixing plate 72 is arranged in the mounting groove 71; the fixing plate 72 is clamped in the mounting groove 71, so that the end of the plastic film 4 in the mounting groove 71 is fixed; although the penetrating rod 73 is manually loosened, finally, the end of the penetrating rod 73 is inserted into the mounting groove 71 through the reset of the spring, and then the end of the penetrating rod 73 is inserted into the plug-in hole of the penetrating rod 73, so that the fixing plate 72 is finally fixed in the mounting groove 71; and when the plastic film 4 is damaged, the plastic film 4 is replaced, which is relatively convenient.

[0035] In specific work, the long-line table mold is cleaned by manual or cleaning spraying machine, the debris on the long-line table mold is removed, and the mold release agent is uniformly sprayed. The side mold is placed on the long-line table, and then the prestressed steel bar is placed on the long-line table, and the two ends of the steel bar are fixed on the tensioning beam and the fixed pedestal respectively. The steel bar is combed by the film covering and combing and separating integrated machine 60. After the combing is completed, the numerical control hydraulic tensioning machine 20 is started to tension the prestressed steel bar as a whole. After the steel bar is tensioned, the tensioning length is measured to detect whether the tensioning force meets the requirements. At the same time, according to the required length of the composite slab, the film covering and combing and separating integrated machine is used to place the separating plate, and the embedded part is installed in the composite slab. The concrete automatic distribution machine 70 based on visual detection is moved from the fixed beam end to the fixed pedestal end to pour and vibrate each prestressed composite slab. Before the composite slab is initially cured, the film covering and combing and separating integrated machine 60 is moved to perform surface combing treatment. After the separating plate is recovered by the film covering and combing and separating integrated machine, the film covering is performed. The maintenance device 1 is used for maintenance. After the concrete reaches the tensioning strength, the stiffening rib is installed above the prestressed composite slab and connected with the bottom plate to form a whole. Thereafter, the tensioning treatment is performed, the steel bar is cut at the reserved space of the separating plate, and the composite slab can be demolded and transported after the cutting is completed.

[0036] The production line proposes to set tensioning beams and compression longitudinal beams on the tensioning table, and the combination of the tensioning beams and the compression longitudinal beams can replace the traditional tensioning table base foundation, thereby saving the excavation and manufacturing cost of the prefabricated table base foundation. The compression longitudinal beam is composed of a plurality of prefabricated concrete pipe piles, and the concrete pipe piles are connected by flanges, so that the flow line equipment can be quickly installed, disassembled and replaced.

[0037] The production line proposes to set steel sleeve shoes at both ends of the compressed stringers, so that the pulling force borne by the fixed cross beam can be evenly transmitted to the compressed stringers on both sides in the form of concentrated load, preventing the stress concentration of the compressed stringers from causing the extrusion damage of the side concrete, and ensuring the safe and stable arrangement of the whole system and the reasonable stress.

[0038] The curing device of the production line comprises an automatic opening and closing curing shed cover installed above the fixed mold table and a steam curing pipeline installed on both sides of the fixed mold table, the curing system is simple to operate and low in manufacturing cost, and can greatly improve the production efficiency of the prestressed laminated slab and reduce the production cost.

[0039] The long-line table production line of the whole self-tensioning prestressed laminated slab designed by the production line comprises a long-line mold table, a mold, a hydraulic tensioning device, a concrete automatic distribution machine based on visual detection and a film covering, hair pulling and combing and separating integrated machine, and the above-mentioned devices can move on the track. The production line produces through automatic and standardized devices, reduces manual work, improves production efficiency, is conducive to the standardized management of the devices, and improves safety.

[0040] Although the present specification is described in terms of embodiments, not every embodiment contains only one independent technical solution, and the description of the specification is only for the sake of clarity, and those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can be combined appropriately to form other embodiments that those skilled in the art can understand.

Claims

1. A whole self-tensioning prestressed composite slab long line production line, characterized in that: The production line comprises a curing device (1), a long-line mold (12), a track (16), a numerical control hydraulic tensioning machine (20), a fixed crossbeam (30), a tensioning crossbeam (31), a fixed guide rail (32), a pressure-bearing stringer (40), a fixed pedestal (50), a film-coating, hair-pulling and carding cutting-off integrated machine (60) and a concrete automatic distributing machine (70) based on visual detection.

2. The integrated self-tensioned prestressed laminated slab long-line production line according to claim 1, characterized in that: The curing shed cover (2) comprises a support frame (3), a plastic film (4), a sliding guide rail (5), an electric pulley (6) and a limiting device (7), the support frame (3) is installed on the sliding guide rail (5), the electric pulley (6) is arranged in the sliding guide rail (5), the support frame (3) is connected with the electric pulley (6), the number of the sliding guide rails (5) is two, the limiting device (7) is installed on one side end of one of the sliding guide rails (5), the number of the support frames (3) is multiple, and the plastic film (4) is arranged between adjacent support frames (3), and the limiting device (7) is a limiting baffle.

3. The integrated self-tensioned prestressed laminated slab long-line production line according to claim 2, characterized in that: The steam curing pipeline (8) comprises steam branch pipes (9) and steam nozzles (10), the number of the steam branch pipes (9) is two, and the steam nozzles (10) are uniformly distributed on the steam branch pipes (9).

4. The integrated self-tensioned prestressed laminated slab long-line production line according to claim 3, characterized in that: One end of the long-line mold (12) in the width direction is provided with the fixed pedestal (50), the fixed pedestal (50) is provided with an anchorage device, the other end of the fixed pedestal (50) is provided with the fixed crossbeam (30), the fixed crossbeam (30) is connected with the tensioning crossbeam (31) through the numerical control hydraulic tensioning machine (20), the fixed crossbeam (30) and the tensioning crossbeam (31) are arranged below the fixed guide rail (32), the tensioning crossbeam (31) is slidingly arranged on the fixed guide rail (32) in cooperation with an electric pulley, the long-line mold (12) is arranged with the track (16), and the concrete automatic distributing machine (70) and the film-coating, hair-pulling and carding cutting-off integrated machine (60) are also arranged on the long-line mold (12) in cooperation with an electric pulley.

5. The integrated self-tensioned prestressed laminated slab long-line production line according to claim 4, characterized in that: The pressure-bearing stringers (40) are arranged on both sides of the long-line mold (12), the pressure-bearing stringers (40) are composed of a plurality of prefabricated concrete pipe piles (41), the concrete pipe piles (41) are connected by flanges (42), the concrete pipe piles (41) are placed on a concrete ground, the concrete ground is pre-buried with foundation bolts (43) at certain intervals, the foundation bolts (43) are connected with the concrete pipe piles (41) through U-shaped locks (44), and the pressure-bearing stringers (40) are provided with steel sleeve boots (45) near both ends of the fixed crossbeam (30) and the fixed pedestal (50).

6. The integrated self-tensioned prestressed laminated slab long-line production line according to claim 5, characterized in that: The number of the numerical control hydraulic tensioning machines (20) is two, which are arranged between the fixed crossbeam (30) and the tensioning crossbeam (31), and the fixed crossbeam (30) and the tensioning crossbeam (31) are internally provided with steel sleeves (34), and the fixed crossbeam (30) and the tensioning crossbeam (31) are externally provided with facing steel plates (35).

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