CN209999441U

CN209999441U - Prefabricated formwork member of prefabricated concrete fighters

Info

Publication number: CN209999441U
Application number: CN201822162214.5U
Authority: CN
Inventors: 柳国忠; 刘丰收; 罗辉
Original assignee: CRSC Hezhou Assembly Construction Co Ltd
Current assignee: CRSC Hezhou Assembly Construction Co Ltd
Priority date: 2018-12-23
Filing date: 2018-12-23
Publication date: 2020-01-31
Anticipated expiration: 2028-12-23

Abstract

The utility model discloses an prefabricated concrete's prefabricated template component of assembled precast concrete relates to assembled concrete building apparatus technical field, it includes the die mould bottom plate, the front of die mould bottom plate is provided with two panels and two second panels, and two 0 panels and two second panels setting are the rectangle, and the opposite face of two 1 panels respectively with the left and right sides face overlap joint of two second panels, through 2 draw-in grooves, the fixture block, the screw post, the screw cap, the movable rod, the second movable rod, the slide bar, the sliding sleeve, a spring, the combined action of second draw-in groove and second fixture block, thereby realized two fixed between panels and two panels, and avoided the inflation of concrete member in-process screw post not hard up, make the fixed more steady between and the second panel, the shaping effect of concrete member has been ensured, the normal use of concrete member has been ensured.

Description

Prefabricated formwork member of prefabricated concrete fighters

Technical Field

The utility model relates to an assembled concrete building apparatus technical field specifically is kinds of assembled precast concrete fighter's prefabricated template component.

Background

The prefabricated concrete building is a concrete structure type house building designed and built by taking a factory-produced reinforced concrete prefabricated component as a main part and adopting a field assembly mode, is generally divided into a full-assembly building and a partial-assembly building, wherein the full-assembly building is a multi-layer building with low requirements on earthquake fortification, and the partial-assembly building is generally formed into a building with an integral assembly structure by adopting prefabricated components and connecting the prefabricated components through cast-in-place concrete on the field.

In the assembly type concrete building construction, the construction process of floor is usually for setting up the scaffold frame, lay the template, tie up the reinforcing bar, then concreting, traditional template is usually formed through bolt fixed connection by four panels, play important effect to the shaping of concrete member, in the concrete member shaping process, the concrete member can expand, thereby the squeeze form board, thereby easily make the bolt of connecting between four panels not hard up, lead to not hard up between the panel, lead to concrete member shaping effect poor, the result of use of concrete member has been reduced.

SUMMERY OF THE UTILITY MODEL

() problems to be solved

The utility model provides a not enough to prior art, the utility model provides a kinds of assembled precast concrete agent's prefabricated template component has solved the concrete member forming process, and the concrete member can expand to the extrusion template, thereby easily make the bolt of connecting between four panels not hard up, lead to not hard up between the panel, lead to the concrete member shaping effect poor, reduced the result of use's of concrete member problem.

(II) technical scheme

In order to achieve the purpose, the technical scheme adopted by the utility model is that the prefabricated formwork component of prefabricated concrete fights, including the die mould bottom plate, the front of die mould bottom plate is provided with two panel and two second panel, and two panel and two second panel settings are rectangle, and the opposite face of two panel overlap with the left and right sides face of two second panel respectively, and the left and right sides face of two second panel has all seted up draw-in groove.

The inner wall joint of draw-in groove has the fixture block, and the through-hole has been seted up to the lower surface of draw-in groove inner wall, the third draw-in groove has been seted up to the lower surface of fixture block, the inner wall of third draw-in groove and the outer wall joint on th screw thread post top, the bottom fixedly connected with movable rod of th screw thread post, and the outer wall threaded connection of th screw thread post has th screw cap, th screw cap fixed connection is at the inner wall of through-hole.

The second draw-in groove has been seted up to the left surface of screw post, the inner wall joint of second draw-in groove has the second fixture block, the left surface fixedly connected with slider of second fixture block, slider's left end fixedly connected with second movable rod, and the slider joint is at the right flank of fixed plate, the upper surface of fixed plate and the lower fixed surface of panel are connected, and the face that two second panels kept away from mutually respectively with the opposite face overlap joint of two stripper plates, and the equal fixedly connected with screw device in face that two stripper plates kept away from mutually, and the equal fixedly connected with third movable rod in end that two screw devices kept away from mutually, and two screw device joints are at the upper surface of two connecting plates, and the back of two connecting plates and the positive fixed connection of die mould bottom plate.

Preferably, slider includes the slide bar, both ends respectively with the right flank of second movable rod and the left surface fixed connection of second fixture block about the slide bar, and the outer wall of slide bar has cup jointed the sliding sleeve, the sliding sleeve joint is at the right flank of fixed plate, and the outer wall of slide bar has cup jointed the spring, both ends respectively with the right flank of second movable rod and the left surface fixed connection of sliding sleeve about the spring.

Preferably, the threaded device comprises a second threaded column, two ends of the second threaded column are fixedly connected with the lower surface of the third movable rod and the upper surface of the extrusion plate respectively, a second threaded cap is connected to the outer wall of the second threaded column in a threaded manner, and the second threaded cap is clamped on the upper surface of the connecting plate.

Preferably, the th and th notches are rectangular in shape, and the length of the th notch is 1mm greater than that of the th notch.

Preferably, the second clamping groove and the second clamping block are both rectangular, and the height of the second clamping groove is 1mm greater than that of the second clamping block.

Preferably, the slide bar is rectangular, and the sliding sleeve is rectangular.

(III) advantageous effects

The beneficial effects of the utility model reside in that:

1. this prefabricated formwork member of prefabricated concrete of assembled, through draw-in groove, fixture block, 0 th screw post, 1 th screw cap, 2 th movable rod, the second movable rod, the slide bar, the sliding sleeve, a spring, the combined action of second draw-in groove and second fixture block, make 3 th panel and second panel overlap joint, 4 th fixture block and 5 th draw-in groove joint, stimulate the second movable rod left, make the slide bar drive the second fixture block move left, the spring extension, forward rotation th movable rod, make th screw post upwards rotate under the effect of screw cap, make th screw post and third draw-in groove joint, then loosen the second movable rod, make the second movable rod move right under the effect of spring tension, thereby make the slide bar drive the second fixture block move right, second fixture block and second draw-in groove joint, repeat above operation, thereby realized the fixed between two th panels and two , and avoided the steady screw post of concrete expansion, make the firm and the fashioned effect of the second that the fixed concrete between the fixed component use of more, the fixed concrete component has become flexible.

2. This prefabricated template component of assembled precast concrete ware, through second screw thread post, the combined action of second screw thread cap and stripper plate, two third movable rods of reverse rotation, make two second screw thread posts all take the stripper plate to keep away from each other and rotate, then be located two stripper plates to the template, two third movable rods are rotated to forward, make two second screw thread posts all take the stripper plate to be close to each other and rotate, thereby make two stripper plates respectively with two second panel contact extrusion, thereby the fixed of template has been realized, the effect of pouring of concrete has been ensured.

3. This prefabricated template component of assembled precast concrete ware through setting up slide bar and sliding sleeve for the side-to-side motion of second fixture block is more steady, and the shape of slide bar and sliding sleeve is the rectangle, thereby has prevented the rotation of second fixture block, thereby has ensured the accurate joint of second fixture block and second draw-in groove.

Drawings

Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;

FIG. 2 is an enlarged schematic view of part A of the present invention;

fig. 3 is an enlarged schematic structural view of the part B of the present invention.

In the figure, a 1-die bottom plate, a 2 nd th plate, a 3 th plate, a 4 th neck, a 5 th through hole, a 6 th clamping block, a 7 th third clamping groove, an 8 th threaded column, a 9 th threaded cap, a 10 th movable rod, an 11 th clamping groove, a 12 th second clamping block, a 13 sliding device, a 131 sliding rod, a 132 sliding sleeve, a 133 spring, a 14 th movable rod, a 15 fixing plate, a 16 extrusion plate, a 17 threaded device, a 171 second threaded column, a 172 second threaded cap, an 18 third movable rod and a 19 connecting plate are arranged on the bottom plate.

Detailed Description

The technical solution in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of , but not all embodiments.

As shown in figures 1-3, the utility model provides technical solutions, prefabricated form members of prefabricated concrete fighter, including die mould bottom plate 1, the front of die mould bottom plate 1 is provided with two th panels 2 and two second panels 3, and two th panels 2 and two second panels 3 set up and are the rectangle, and the opposite face of two th panels 2 overlaps with the left and right sides face of two second panels 3 respectively, and the left and right sides face of two second panels 3 has all seted up draw-in groove 4.

A th clamping block 6 is clamped on the inner wall of a th clamping groove 4, a th clamping groove 4 and a th clamping block 6 are arranged, so that the th plate 2 and the second plate 3 are relatively fixed, the phenomenon that the th plate 2 and the second plate 3 rotate relatively is avoided, the th clamping groove 4 and the th clamping block 6 are both rectangular in shape, the th clamping groove 4 is 1mm longer than the th clamping block 6, a through hole 5 is formed in the lower surface of the inner wall of the th clamping groove 4, a third clamping groove 7 is formed in the lower surface of the th clamping block 6, the inner wall of the third clamping groove 7 is clamped with the outer wall at the top end of the th threaded column 8, a 1 th movable rod 10 is fixedly connected to the bottom end of the 0 threaded column 8, a th threaded cap 9 is connected to the outer wall of the th threaded column 8, a 3653 th threaded cap 9 is connected with the th threaded cap 9 through a th threaded cap 9, the third threaded column th threaded cap 865 th threaded column 867 is connected with the third threaded column 8, the , and the third threaded column is connected with the , and the th clamping groove, so that the third clamping groove 72 is connected between the , and the th clamping groove, and the , and the 36.

A second clamping groove 11 is formed in a left side surface of a threaded column , a second clamping block 12 is clamped to an inner wall of the second clamping groove 11, by providing a second clamping groove 11 and a second clamping block 12, a second movable rod 14 is loosened, a second movable rod 14 moves rightwards under the action of a tension force of a spring 133, so that the slide rod 131 drives the second clamping block 12 to move rightwards, the second clamping block 12 is clamped with the second clamping groove 11, thereby fixing the threaded column 8 of a second , loosening of the threaded column in the process of expansion of a concrete member is avoided, the forming effect of the concrete member is ensured, the shapes of the second clamping groove 11 and the second clamping block 12 are both rectangular, and the height of the second clamping groove 11 is 1mm greater than that of the second clamping block 12, a sliding device 13 is fixedly connected to a left side surface of the sliding device 13, a second movable rod 14 is fixedly connected to a left side surface of the sliding device 13, and a sliding device 13 is clamped to a right side surface of a fixed plate 15, the sliding sleeve 35, and a sliding sleeve 35, a sliding sleeve 12 is connected to a sliding sleeve 35, a sliding sleeve 12, a sliding sleeve 35 is connected to a sliding sleeve 35, a sliding sleeve 35 is connected to a sliding sleeve 35.

The utility model discloses an operating procedure does:

s1, binding steel bars on the inner walls of the two plates 2 and the second plate 3, arranging a steel bar support, and pouring concrete on the inner walls of the plates 2 and the second plate 3;

s2, after the concrete member is molded, pulling the second movable rod 14 leftward to make the sliding rod 131 drive the second fastening block 12 to move leftward, extending the spring 133 to separate the second fastening block 12 from the second fastening groove 11, reversely rotating the movable rod 10 to make the threaded post 8 rotate downward under the action of the threaded cap 9 to separate the threaded post 8 from the third fastening groove 7, repeating the above operations to separate the four threaded posts 8 from the four third fastening grooves 7, pulling the two plates 2 to separate the two plates 2 from the second plates 3, and separating the fastening block 6 from the fastening groove 4, thereby realizing the detachment between the two plates 2 and the two second plates 3;

s3, during installation, the plate 2 and the second plate 3 are overlapped, the block 6 is clamped with the clamping groove 4, the second movable rod 14 is pulled leftwards, the sliding rod 131 drives the second block 12 to move leftwards, the spring 133 extends, the movable rod 10 is rotated forwards, the threaded column 8 is rotated upwards under the action of the threaded cap 9, the threaded column 8 is clamped with the third clamping groove 7, then the second movable rod 14 is loosened, the second movable rod 14 is moved rightwards under the action of the pulling force of the spring 133, the sliding rod 131 drives the second block 12 to move rightwards, the second block 12 is clamped with the second clamping groove 11, the operations are repeated, the two plates 2 and the two second plates 3 are fixedly connected, the two third movable rods 18 are rotated backwards, the two second threaded columns 171 are driven by the extrusion plates 16 to rotate away from each other, the template is located between the two extrusion plates 16, the two third movable rods 18 are rotated forwards, the two second threaded columns 171 are driven to rotate towards each other, and are driven by the two extrusion plates 16 to approach each other, and the two extrusion plates 171 are driven to rotate respectively.

The above-mentioned embodiments, the purpose, technical solution and advantages of the present invention have been described in , it should be understood that the above description is only the embodiments of the present invention, and should not be used to limit the present invention, any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims

The prefabricated formwork component of the assembled precast concrete fighter comprises a profiled bottom plate (1) and is characterized in that two th plates (2) and two second plates (3) are arranged on the front surface of the profiled bottom plate (1), the two th plates (2) and the two second plates (3) are arranged in a rectangular shape, opposite surfaces of the two th plates (2) are respectively overlapped with the left side surface and the right side surface of the two second plates (3), and the left side surface and the right side surface of the two second plates (3) are respectively provided with a th clamping groove (4);

a clamping block (6) is clamped on the inner wall of the -th clamping groove (4), a through hole (5) is formed in the lower surface of the inner wall of the -th clamping groove (4), a third clamping groove (7) is formed in the lower surface of the -th clamping block (6), the inner wall of the third clamping groove (7) is clamped with the outer wall of the top end of the -th threaded column (8), a movable rod (10) is fixedly connected to the bottom end of the -th threaded column (8), a -th threaded cap (9) is in threaded connection with the outer wall of the -th threaded column (8), and the -th threaded cap (9) is fixedly connected to the inner wall of the through hole (;

second draw-in groove (11) have been seted up to the left surface of screw post (8), the inner wall joint of second draw-in groove (11) has second fixture block (12), left surface fixedly connected with slider (13) of second fixture block (12), the left end fixedly connected with second movable rod (14) of slider (13), and slider (13) joint is at the right flank of fixed plate (15), the upper surface of fixed plate (15) and the lower fixed surface of panel (2) are connected, and the face that two second panels (3) kept away from is respectively with the opposite face overlap joint of two stripper plates (16), and the equal fixedly connected with screw device (17) in face that two stripper plates (16) kept away from mutually, and the equal fixedly connected with third movable rod (18) in end that two screw device (17) kept away from mutually, and two screw device (17) joint are at the upper surface of two connecting plates (19), and the front fixed connection of the back and die mould bottom plate (1) of two connecting plates (19).
2. The prefabricated form members for prefabricated concrete of assembly type according to claim 1, wherein the sliding device (13) comprises a sliding rod (131), the left and right ends of the sliding rod (131) are respectively fixedly connected with the right side of the second movable rod (14) and the left side of the second fixture block (12), the outer wall of the sliding rod (131) is sleeved with a sliding sleeve (132), the sliding sleeve (132) is clamped on the right side of the fixed plate (15), the outer wall of the sliding rod (131) is sleeved with a spring (133), and the left and right ends of the spring (133) are respectively fixedly connected with the right side of the second movable rod (14) and the left side of the sliding sleeve (132).
3. The prefabricated precast concrete unit of claim 1, wherein the screw means (17) comprises a second screw column (171), both ends of the second screw column (171) are fixedly connected to the lower surface of the third movable rod (18) and the upper surface of the squeeze plate (16), respectively, and a second screw cap (172) is screwed to the outer wall of the second screw column (171), and the second screw cap (172) is fastened to the upper surface of the connecting plate (19).
4. The prefabricated formwork member for prefabricated precast concrete stills according to claim 1, wherein the notch (4) and the notch (6) are both rectangular in shape, and the length of the notch (4) is 1mm greater than that of the notch (6).
5. The prefabricated formwork member for prefabricated precast concrete stills according to claim 1, wherein the second engaging groove (11) and the second engaging block (12) are both rectangular in shape, and the height of the second engaging groove (11) is 1mm greater than the height of the second engaging block (12).
6. The prefabricated formwork member for prefabricated precast concrete of claim 2, wherein the sliding bar (131) is rectangular in shape and the sliding sleeve (132) is rectangular in shape.