CN216442759U - General mould of prefabricated wallboard of assembly type structure - Google Patents
General mould of prefabricated wallboard of assembly type structure Download PDFInfo
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- CN216442759U CN216442759U CN202122153769.5U CN202122153769U CN216442759U CN 216442759 U CN216442759 U CN 216442759U CN 202122153769 U CN202122153769 U CN 202122153769U CN 216442759 U CN216442759 U CN 216442759U
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Abstract
The utility model discloses a general mold of an assembly type building prefabricated wall plate, which belongs to the technical field of assembly buildings, wherein four side mold matrixes are connected through four sliding corner connectors to form a side mold framework meeting the size of a poured member in a surrounding mode, then a reinforcing steel bar positioning batten, a reinforcing steel bar net and a protective layer batten are superposed on the side mold framework, the integral mold fastened through assembling bolts is placed on a mold table, and the integral mold is fixed through a magnetic box and then used for pouring concrete; or after the assembling bolts are fastened, the steel bar is tensioned in a prestressed manner by matching with an anchorage device, and then the integral die is fixed on a die table and is used for pouring prestressed concrete walls and slabs; the utility model can provide enough strength and rigidity, ensures the turnover rate requirement of the die, has no connecting hole on the side die, does not need secondary plugging, and is convenient for pouring and removing the die.
Description
Technical Field
The utility model belongs to the technical field of assembly buildings, and particularly relates to a universal mold for prefabricated wallboards of an assembly building.
Background
In response to the need for social progress, fabricated buildings are strongly promoted by the nation, and precast concrete buildings are the absolute major force in fabricated buildings. The prefabricated concrete building mainly comprises prefabricated concrete wall boards, floor slabs, laminated slabs and other PC components, and the PC component mold produced by the prior related technology has low universality, so that the molds of the wall boards, the floor slabs, the laminated slabs and the prestressed slabs need different corresponding designs and manufacture and have different forms; the moulds of the wall boards, the floor slabs, the laminated slabs and the prestressed plates with different sizes also need to be customized independently, and the moulds with different sizes cannot be used generally;
although the size of part of wallboard molds can be adjusted, most of the existing wallboard molds with adjustable sizes are formed by adding a plurality of reserved bolt holes which are uniformly distributed on an angle iron side mold and connecting the reserved bolt holes at different positions according to size requirements, however, the adjustable size of the wallboard mold is fixed, stepless adjustment cannot be realized, the application range of the wallboard mold is limited, and the strength of the side mold can be reduced by the reserved holes; simultaneously, when a plurality of reserved bolt holes used at every turn, only need a reserved bolt hole bolted connection, other reserved bolt holes are pouring the in-process, need carry out the shutoff, waste time and energy.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model aims to provide a universal mould for an assembly type building prefabricated wall plate, which can be adjusted in a stepless manner and has no reserved bolt holes.
The purpose of the utility model is realized as follows: a general mold for prefabricated wall panels of an assembly type building comprises 4 side mold base bodies (10) and a reinforcing mesh (50), wherein the 4 side mold base bodies (10) are connected and enclosed through a sliding angle code (20) to form a side mold framework, the two connected side mold base bodies (10) are perpendicular to each other, the sliding angle code (20) is located at the connecting position of the two adjacent side mold base bodies (10), the sliding angle code (20) is provided with a connecting sleeve (21) and a connecting plate (22), the connecting sleeve (21) is sleeved from one end of each side mold base body (10), the connecting sleeve (21) can slide on the side mold base bodies (10), one end, sleeved with the connecting sleeve (21), of each side mold base body (10) is connected with the adjacent side mold base body (10) through the connecting plate (22), the connecting sleeve (21) is provided with a tightening device, and the tightening device can control the tightness between the connecting sleeve (21) and the side mold base bodies (10), reinforcing bar net (50) are located one side or both sides of side form skeleton, reinforcing bar net (50) both sides all are provided with bar location slat (30), and relative two bar location slats (30) on limit lie in same one side of reinforcing bar net (50), bar location slat (30) offer slot (31) with reinforcing bar net (50) looks adaptation, bar location slat (30) are kept away from reinforcing bar net (50) one side and are provided with protective layer slat (40), side form skeleton, bar location slat (30) and protective layer slat (40) are through equipment bolt (60) fixed connection.
Further, the tightening device is located one side, far away from the connecting plate (22), of the connecting sleeve (21), the tightening device is provided with an adjusting bolt (25), and the tightening device controls tightness between the connecting sleeve (21) and the side formwork base body (10) through the adjusting bolt.
Furthermore, the side form base body (10) is provided with a steel sleeve (12), two ends of the steel sleeve (12) are provided with inner screw threads (13) matched with the assembling bolts (60), and two ends of the steel sleeve (12) are fixed on two sides of the side form base body (10).
Furthermore, the connecting plate (22) is provided with bolt holes (26), the side die base body (10) is provided with connecting holes (11) matched with the bolt holes (26), the bolt holes (26) are connected with the connecting holes through connecting bolts, the connecting plate (22) is perpendicular to the connecting sleeve (21), and the side face of the connecting plate (22) is provided with a stiffening plate (23).
Furthermore, the connecting sleeve (21) is provided with a threaded hole perpendicular to the direction of the side die base body (10), and the adjusting bolt (25) penetrates through the threaded hole and then contacts with the side die base body (10).
Furthermore, a connecting table (24) is arranged between the adjusting bolt (25) and the connecting sleeve (21).
Furthermore, the side surface of the connecting sleeve (21) is provided with a slot, the edges of two sides of the slot are provided with pressing plates (27), and the two pressing plates (27) are connected through an adjusting bolt (25).
Furthermore, an additional strip plate (70) is arranged between the side die base body (10) and the steel bar positioning strip plate (30) or between the steel bar positioning strip plate (30) and the protective layer strip plate (40), and the width (70) of the additional strip plate is not larger than that of the side die base body (10).
Further, side forms base member (10) are rectangle square steel or I-shaped steel, bar location slat (30) can adopt wood system material, composite board or plastic materials, bar location slat (30) are provided with and assemble bolt (60) matched with mounting hole (32), the width of bar location slat (30) is not less than the width of side forms base member (10), are located protective layer slat (40) border of side forms base member (10) bottom one side is provided with bulge (41).
Compared with the prior art, the utility model has the outstanding and beneficial technical effects that: the utility model can realize the free adjustment of the relative position of each side form matrix by adding the freely slidable sliding angle code, realize the stepless adjustment of the size of the wall body mould, simultaneously, adopt the sliding adjustment mode, do not need to arrange the reserved bolt hole on the side form matrix, save the step of plugging the reserved bolt hole, simplify the pouring process, simultaneously, have no structure of the reserved bolt hole, ensure the rigidity of the side form matrix, ensure the large integral strength of the mould, ensure the stable connection of the mould and difficult deformation; moreover, the surface of the side die base body without the reserved bolt holes is smooth, so that the flatness of the poured concrete wallboard is ensured;
meanwhile, the side die base body adopts large-size rectangular square steel, and compared with the existing angle steel side die, the rectangular square steel further ensures the rigidity of the side die base body, and is more convenient to adjust in the thickness direction; the side die base body with high rigidity can effectively bear the complex acting force when the die is disassembled, greatly increases the using turnover times of the side die base body and reduces the manufacturing cost; and moreover, the side die base body with high rigidity is adopted, so that the prestress applied to the steel bar by the outside can be effectively adapted, and the application range of the die is enlarged.
Meanwhile, the steel bar positioning lath can be made of low-cost wood materials, so that the cost is saved, the materials are easy to process, the influence on the total manufacturing cost is small, the plugging effect of the wood steel bar positioning lath is good, the construction is easy, the form removal is convenient, and the wood steel bar positioning lath can be recycled for multiple times; by adding the additional ribbon board, the overall thickness of the assembled die can be effectively adjusted, and the universality of the die is improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a sliding corner brace structure according to a first embodiment of the present invention;
FIG. 3 is a schematic view of a sliding corner brace according to a second embodiment of the present invention;
FIG. 4 is a schematic view of the connection of the side form base and the sliding corner brace of the present invention;
FIG. 5 is a schematic view of the side form skeleton structure of the present invention;
fig. 6 is a schematic view of the structure of the reinforcing bar positioning plate and the reinforcing mesh;
fig. 7 is a partial structural schematic of the present invention.
In the figure, 10-side mold base; 11-a connection hole; 12-steel casing; 13-inner screw thread of nut; 20-sliding corner connectors; 21-connecting sleeves; 22-a connecting plate; 23-a stiffening plate; 24-a connection station; 25-adjusting the bolt; 26-bolt holes; 27-a laminated board; 30-reinforcing steel bar positioning lath; 31-a trench; 32-mounting holes; 40-protective layer strip board; 41-a projection; 50-reinforcing mesh; 60-assembling bolts; 70-additional lath.
Detailed Description
In order to make those skilled in the art better understand the technical solution of the present invention, the following will clearly and completely describe the technical solution in the embodiments of the present invention with reference to fig. 1 to 7 in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments of the present invention without making any creative effort, shall fall within the protection scope of the present invention.
Example 1:
the utility model provides a general mould for prefabricated wallboards of an assembly type building, which comprises 4 side mould matrixes 10 and a reinforcing mesh 50, wherein the side mould matrixes 10 are rectangular square steels and can also adopt I-shaped steels, the reinforcing mesh 50 is formed by lapping two groups of mutually vertical reinforcing steel bars, and the rectangular square steels do not need to be provided with reserved bolt holes, so that the rigidity of the side mould matrixes is ensured, the integral strength of the mould is ensured to be high, and the mould is firmly connected and is not easy to deform; moreover, the surface of the side die base body without the reserved bolt holes is smooth, so that the flatness of the poured concrete wallboard is ensured; meanwhile, the step of plugging the reserved bolt hole in the pouring process is omitted, and the pouring process is simplified;
the 4 side forms 10 are connected and enclosed through the sliding corner connectors 20 to form a side form framework meeting the size of a poured component, the two connected side forms 10 are perpendicular to each other, the sliding corner connectors 20 are located at the connecting positions of the two adjacent side forms 10, each sliding corner connector 20 is provided with a connecting sleeve 21 and a connecting plate 22, each connecting sleeve 21 is sleeved from one end of each side form 10, and each connecting sleeve 21 can slide on the corresponding side form 10, so that the size of the outline enclosed by the side forms is adjusted, the universality of a set of dies is realized, the sliding corner connectors can slide freely, the relative positions of the side forms can be adjusted freely, and the size of the wall body die can be adjusted steplessly;
the side forms base member 10 cover is equipped with one side of adapter sleeve 21 and is connected with adjacent side forms base member 10 through connecting plate 22, adapter sleeve 21 is provided with the take-up unit, the take-up unit is located one side that adapter sleeve 21 kept away from connecting plate 22, the take-up unit is provided with adjusting bolt 25, the take-up unit passes through the elasticity between adjusting bolt control adapter sleeve 21 and the side forms base member 10, adapter sleeve 21 is provided with the screw hole of perpendicular to side forms base member 10 direction, adjusting bolt 25 passes behind the screw hole and meets the department with side forms base member 10, when needs locking side forms base member 10, only need screw adjusting bolt 25, makes adjusting bolt 25 extrusion side forms base member 10 lock, be provided with between adjusting bolt 25 and the adapter sleeve 21 and connect the platform 24, stability when multiplicable adjusting bolt 25 fastens.
The reinforcing mesh 50 is positioned at one side or two sides of the side form frame, and the reinforcing mesh 50 is determined to be installed at one side or two sides of the side form frame according to the content of the reinforcing layer of the wallboard to be manufactured, in the embodiment, the reinforcing mesh 50 is positioned at two sides of the side form frame, reinforcing bar positioning laths 30 are arranged at two sides of the reinforcing mesh 50, two opposite reinforcing bar positioning laths 30 are positioned at the same side of the reinforcing mesh 50, the reinforcing bar positioning laths 30 are provided with grooves 31 matched with the reinforcing mesh 50, and the depth and width of the grooves 31 are matched with the longitudinal or transverse steel bar ruler diameter of the reinforcing mesh 50; the side of the steel bar positioning slat 30 far away from the steel mesh 50 is provided with a protective layer slat 40, and the side formwork framework, the steel bar positioning slat 30 and the protective layer slat 40 are fixedly connected through an assembling bolt 60.
Furthermore, the side form base body 10 is provided with a steel sleeve 12, two ends of the steel sleeve 12 are provided with nut inner screw threads 13 matched with the assembling bolts 60, two ends of the steel sleeve 12 are fixed on two sides of the side form base body 10, the steel sleeve is additionally arranged inside the side form base body 10, and the bearing capacity of the side form base body can be further increased;
further, the connecting plate 22 is provided with 2 bolt holes 26, the side form base body 10 is provided with connecting holes 11 matched with the bolt holes 26, the bolt holes 26 are connected with the connecting holes through connecting bolts, the connecting plate 22 is perpendicular to the connecting sleeve 21, the reinforcing plates 23 are arranged on the side faces of the connecting plate 22, and the sliding corner connectors 20 of the structure do not affect concrete pouring and floating.
Furthermore, the side form base body 10 can also adopt I-shaped steel, the reinforcing steel bar positioning strip plate 30 can be made of wood, synthetic plates, plastics and other materials, low-value and easily-machined materials are selected, the influence on the total manufacturing cost is small, the plugging effect is good, the side form is easy to construct, and the form removal is convenient; reinforcing bar location lath 30 is provided with the mounting hole 32 with equipment bolt 60 matched with, just reinforcing bar location lath 30's width with state the side forms base member 10 width the same, protective layer lath 40 is the steel board, and thickness is confirmed by the reinforcing bar protective layer of the component of pouring, is located the protective layer lath 40 border of side forms base member 10 bottom one side is provided with bulge 41, and the length of bulge 41 is no longer than protective layer lath 40's length, and at the in-process of pouring, bulge 41 can supply the fixed whole mould of magnetism box to use, and the cooperation anchorage device carries out stretch-draw, and the anchorage device atress is on side forms base member 10 and protective layer lath 40.
The detailed parameters of the embodiment are as follows:
prefabricating a wall body: the width X is 2100mmX2900mm, the thickness is 200mm, the diameter of the vertical steel bar is 10mm, and the diameter of the horizontal steel bar is 8 mm;
side die base body: the width X is 150mm, the height X is 130mm, the wall thickness is 8mm, and the length is 3600 mm;
steel sleeve: the inner diameter is 14mm, the length is 130mm, and the interval is 200 mm;
sliding corner connectors: the steel plate with the thickness of 10mm is adopted for manufacturing;
adjusting bolts: the single diameter is 40 mm;
and (3) positioning the reinforcing steel bar: the width is 150mm, the thickness is 20mm, the length of the steel bar positioning lath in the width direction of the prefabricated wall body is 2200mm, and the length of the steel bar positioning lath in the height direction of the prefabricated wall body is 3000 mm;
protection layer lath: the width is 150mm, the thickness is 20mm, wherein the length of the protective layer batten in the width direction of the prefabricated wall body is 2300mm, and the length of the protective layer batten in the height direction of the prefabricated wall body is 3100 mm;
protection layer lath projection: the width is 50mm, the thickness is 20mm, and the length is matched with the length of the protective layer ribbon board;
in the embodiment, after the prefabricated member wallboard is poured and maintained, the assembling bolt 60 on the upward surface is firstly dismounted, the protective layer batten 40 and the reinforcing steel bar positioning batten 30 are sequentially taken down, the prefabricated member is arranged for later use, the magnetic box is dismounted, the prefabricated member is turned over by a plate turnover machine, the protective layer batten 40 and the reinforcing steel bar positioning batten 30 on the other side are taken down, and the arrangement is carried out for later use; the prestressed anchorage is disassembled, all the adjusting bolts 25 are loosened, and the side form framework can be disassembled by pulling the side form base body 10 outwards from one side of the prefabricated member.
Example 2:
the utility model provides a general mould for prefabricated wallboards of an assembly type building, which comprises 4 side mould matrixes 10 and a reinforcing mesh 50, wherein the side mould matrixes 10 are rectangular square steels and can also adopt I-shaped steels, the reinforcing mesh 50 is formed by lapping two groups of mutually vertical reinforcing steel bars, and the rectangular square steels do not need to be provided with reserved bolt holes, so that the rigidity of the side mould matrixes is ensured, the integral strength of the mould is ensured to be high, and the mould is firmly connected and is not easy to deform; moreover, the surface of the side die base body without the reserved bolt holes is smooth, so that the flatness of the poured concrete wallboard is ensured; meanwhile, the step of plugging the reserved bolt hole in the pouring process is omitted, and the pouring process is simplified;
the 4 side forms 10 are connected and enclosed through the sliding corner connectors 20 to form a side form framework meeting the size of a poured component, the two connected side forms 10 are perpendicular to each other, the sliding corner connectors 20 are located at the connecting positions of the two adjacent side forms 10, each sliding corner connector 20 is provided with a connecting sleeve 21 and a connecting plate 22, each connecting sleeve 21 is sleeved from one end of each side form 10, and each connecting sleeve 21 can slide on the corresponding side form 10, so that the size of the outline enclosed by the side forms is adjusted, the universality of a set of dies is realized, the sliding corner connectors can slide freely, the relative positions of the side forms can be adjusted freely, and the size of the wall body die can be adjusted steplessly;
side forms base member 10 cover is equipped with one side of adapter sleeve 21 and is connected with adjacent side forms base member 10 through connecting plate 22, adapter sleeve 21 is provided with the take-up unit, the take-up unit is located one side that adapter sleeve 21 kept away from connecting plate 22, the take-up unit is provided with adjusting bolt 25, the take-up unit passes through the elasticity between adjusting bolt control adapter sleeve 21 and the side forms base member 10, furtherly, adapter sleeve 21 side is provided with the fluting, fluting both sides border department is provided with clamp plate 27, connects through two adjusting bolt 25 between two clamp plate 27, and when needs locking side forms base member 10, adjusting bolt 25 of screwing makes the distance between two clamp plate 27 diminish, compresses tightly side forms base member 10 to this realizes the locking to side forms base member 10.
The reinforcing mesh 50 is positioned at one side or two sides of the side form frame, and the reinforcing mesh 50 is determined to be installed at one side or two sides of the side form frame according to the content of the reinforcing layer of the wallboard to be manufactured, in the embodiment, the reinforcing mesh 50 is positioned at two sides of the side form frame, reinforcing bar positioning laths 30 are arranged at two sides of the reinforcing mesh 50, two opposite reinforcing bar positioning laths 30 are positioned at the same side of the reinforcing mesh 50, the reinforcing bar positioning laths 30 are provided with grooves 31 matched with the reinforcing mesh 50, and the depth and width of the grooves 31 are matched with the longitudinal or transverse steel bar ruler diameter of the reinforcing mesh 50; the side of the steel bar positioning slat 30 far away from the steel mesh 50 is provided with a protective layer slat 40, and the side formwork framework, the steel bar positioning slat 30 and the protective layer slat 40 are fixedly connected through an assembling bolt 60.
Furthermore, the side form base body 10 is provided with a steel sleeve 12, two ends of the steel sleeve 12 are provided with nut inner screw threads 13 matched with the assembling bolts 60, two ends of the steel sleeve 12 are fixed on two sides of the side form base body 10, the steel sleeve is additionally arranged inside the side form base body 10, and the bearing capacity of the side form base body can be further increased;
further, the connecting plate 22 is provided with 2 bolt holes 26, the side form base body 10 is provided with connecting holes 11 matched with the bolt holes 26, the bolt holes 26 are connected with the connecting holes through connecting bolts, the connecting plate 22 is perpendicular to the connecting sleeve 21, the reinforcing plates 23 are arranged on the side faces of the connecting plate 22, and the sliding corner connectors 20 of the structure do not affect concrete pouring and floating.
Furthermore, the side form base body 10 can also adopt I-shaped steel, the reinforcing steel bar positioning strip plate 30 can be made of wood, synthetic plates, plastics and other materials, low-value and easily-machined materials are selected, the influence on the total manufacturing cost is small, the plugging effect is good, the side form is easy to construct, and the form removal is convenient; reinforcing bar location lath 30 is provided with and assembles bolt 60 matched with mounting hole 32, just reinforcing bar location lath 30's width with state the side forms base member 10 width the same, protective layer lath 40 is the steel board, and thickness is confirmed by the reinforcing bar protective layer of the component of pouring, is located the protective layer lath 40 border of side forms base member 10 bottom one side is provided with bulge 41, and the length of bulge 41 is no longer than protective layer lath 40's length, and bulge 41 can supply the fixed whole mould of magnetism box to use, and the cooperation anchor tackle carries out stretch-draw, and the anchor tackle atress is on side forms base member 10 and protective layer lath 40.
In this embodiment, an additional strip plate 70 is arranged between the side form base 10 and the steel bar positioning strip plate 30 or between the steel bar positioning strip plate 30 and the protective layer strip plate 40, the width 70 of the additional strip plate is not larger than the width of the side form base 10, and the thickness of the die is adjusted through the additional strip plate 70, so as to adjust the thickness of the prefabricated PC component; the additional slat 70 may be made of low-value, easily-processed wood, plastic, or the like.
The detailed parameters of the embodiment are as follows:
prefabricating a wall body: the width X is 2100mmX2900mm, the thickness is 250mm, the diameter of the vertical steel bar is 10mm, and the diameter of the horizontal steel bar is 10 mm;
side die base body: the width X is 150mm X130mm, the wall thickness is 8mm, 2 pieces of length 3600mm, 2 pieces of length 2100 mm;
steel sleeve: the inner diameter is 14mm, the length is 130mm, and the interval is 200 mm;
sliding corner connectors: the steel plate is made of a 10mm steel plate;
adjusting bolts: the single diameter is 20 mm;
and (3) positioning the reinforcing steel bar: the width is 150mm, the thickness is 20mm, wherein the length of the rebar positioning batten in the width direction of the prefabricated wall body is 2100mm, and the length of the rebar positioning batten in the height direction of the prefabricated wall body is 3100 mm;
protection layer lath: the width is 150mm, the thickness is 15mm, wherein the length of the protective layer batten in the width direction of the prefabricated wall body is 2300mm, and the length of the protective layer batten in the height direction of the prefabricated wall body is 3100 mm;
protection layer lath projection: the width is 50mm, the thickness is 20mm, and the length is matched with the length of the protective layer ribbon board;
adding a batten: the width is 150mm, the thickness is 40mm, the length of the additional batten in the width direction of the prefabricated wall body is 2100mm, and the length of the additional batten in the height direction of the prefabricated wall body is 3100 mm; the additional springboards are positioned on two sides of the side die base body.
In the embodiment, after the prefabricated member wallboard is poured and maintained, the assembling bolt 60 on the upward surface is firstly dismounted, the protective layer batten 40 and the reinforcing steel bar positioning batten 30 are sequentially taken down, the prefabricated member is arranged for later use, the magnetic box is dismounted, the prefabricated member is turned over by a plate turnover machine, the protective layer batten 40 and the reinforcing steel bar positioning batten 30 on the other side are taken down, and the arrangement is carried out for later use; the prestressed anchorage is disassembled, all the adjusting bolts 25 are loosened, and the side form framework can be disassembled by pulling the side form base body 10 outwards from one side of the prefabricated member.
The above embodiments are only preferred embodiments of the present invention, and the protection scope of the present invention is not limited thereby, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered by the protection scope of the utility model. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the utility model herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model.
Claims (9)
1. A general mold for prefabricated wall panels of an assembly type building is characterized by comprising 4 side mold base bodies (10) and a reinforcing mesh (50), wherein the 4 side mold base bodies (10) are connected and enclosed through a sliding angle code (20) to form a side mold framework, the two connected side mold base bodies (10) are perpendicular to each other, the sliding angle code (20) is located at the connecting position of the two adjacent side mold base bodies (10), the sliding angle code (20) is provided with a connecting sleeve (21) and a connecting plate (22), the connecting sleeve (21) is sleeved from one end of each side mold base body (10), the connecting sleeve (21) can slide on the side mold base bodies (10), one end, sleeved with the connecting sleeve (21), of each side mold base body (10) is connected with the adjacent side mold base body (10) through the connecting plate (22), the connecting sleeve (21) is provided with a tightening device, and the tightening device can control the tightness between the connecting sleeve (21) and the side mold base bodies (10), the utility model discloses a side form frame, including reinforcing bar net (50), reinforcing bar net (50) both sides all are provided with bar location slat (30), and relative two bar location slats (30) on limit lie in same one side of reinforcing bar net (50), slot (31) with reinforcing bar net (50) looks adaptation are seted up in bar location slat (30), bar location slat (30) are kept away from reinforcing bar net (50) one side and are provided with protective layer slat (40), side form frame, bar location slat (30) and protective layer slat (40) are through equipment bolt (60) fixed connection.
2. The general mold for prefabricated wall panels of assembly buildings according to claim 1, wherein the tightening device is located on one side of the connecting sleeve (21) far away from the connecting plate (22), the tightening device is provided with an adjusting bolt (25), and the tightening device controls the tightness between the connecting sleeve (21) and the side form base body (10) through the adjusting bolt.
3. The general mold for the prefabricated wall panels of the fabricated building as claimed in claim 1, wherein the side form base body (10) is provided with a steel sleeve (12), both ends of the steel sleeve (12) are provided with nut internal threads (13) matched with the assembling bolts (60), and both ends of the steel sleeve (12) are fixed on both sides of the side form base body (10).
4. The universal mold for prefabricated wall panels of an assembly type building according to claim 1, wherein the connecting plates (22) are provided with bolt holes (26), the side mold base body (10) is provided with connecting holes (11) matched with the bolt holes (26), the bolt holes (26) are connected with the connecting holes through connecting bolts, the connecting plates (22) are perpendicular to the connecting sleeves (21), and the lateral surfaces of the connecting plates (22) are provided with stiffening plates (23).
5. The general mold for prefabricated wall panels of assembly type buildings according to claim 2, wherein the connecting sleeve (21) is provided with a threaded hole perpendicular to the direction of the side form base body (10), and the adjusting bolt (25) passes through the threaded hole and then contacts with the side form base body (10).
6. Universal mould for prefabricated wall panels of assembly buildings according to claim 5, characterized in that a connection platform (24) is provided between the adjusting bolt (25) and the connection sleeve (21).
7. The general mold for prefabricated wall panels of assembly type buildings according to claim 1 or 2, wherein the side of the connecting sleeve (21) is provided with a slot, the edges of two sides of the slot are provided with press plates (27), and the two press plates (27) are connected through adjusting bolts (25).
8. The universal mold for prefabricated wall panels for prefabricated buildings according to claim 1, wherein an additional strip (70) is provided between the sideform base (10) and the rebar positioning strip (30) or between the rebar positioning strip (30) and the sheathing strip (40), the additional strip (70) having a width not greater than the width of the sideform base (10).
9. The general mold for prefabricated wall panels of prefabricated buildings according to claim 1, wherein the side form base body (10) is rectangular square steel or I-shaped steel, the reinforcing bar positioning strip (30) can be made of wood material, composite board or plastic material, the reinforcing bar positioning strip (30) is provided with mounting holes (32) matched with the assembling bolts (60), the width of the reinforcing bar positioning strip (30) is not less than that of the side form base body (10), and the edge of the protective layer strip (40) on one side of the bottom of the side form base body (10) is provided with a protrusion (41).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202122153769.5U CN216442759U (en) | 2021-09-08 | 2021-09-08 | General mould of prefabricated wallboard of assembly type structure |
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| CN202122153769.5U CN216442759U (en) | 2021-09-08 | 2021-09-08 | General mould of prefabricated wallboard of assembly type structure |
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| CN216442759U true CN216442759U (en) | 2022-05-06 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116787578A (en) * | 2023-08-22 | 2023-09-22 | 内蒙古工业大学 | Manufacturing device and manufacturing method of high-performance fiber reinforced cement substrate |
| CN117381952A (en) * | 2023-12-08 | 2024-01-12 | 山西建投建筑产业有限公司 | Superimposed sheet mould and reinforcing apparatus |
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2021
- 2021-09-08 CN CN202122153769.5U patent/CN216442759U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116787578A (en) * | 2023-08-22 | 2023-09-22 | 内蒙古工业大学 | Manufacturing device and manufacturing method of high-performance fiber reinforced cement substrate |
| CN117381952A (en) * | 2023-12-08 | 2024-01-12 | 山西建投建筑产业有限公司 | Superimposed sheet mould and reinforcing apparatus |
| CN117381952B (en) * | 2023-12-08 | 2024-02-23 | 山西建投建筑产业有限公司 | Superimposed sheet mould and reinforcing apparatus |
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