CN212602479U

CN212602479U - General mould of precast concrete roof beam

Info

Publication number: CN212602479U
Application number: CN202021172985.3U
Authority: CN
Inventors: 席亚杰; 吴凡; 易磊; 朱杰
Original assignee: Nantong Modern Construction Industry Development Co ltd
Current assignee: Nantong Modern Construction Industry Development Co ltd
Priority date: 2020-06-22
Filing date: 2020-06-22
Publication date: 2021-02-26
Anticipated expiration: 2030-06-22

Abstract

The utility model discloses a general mould of precast concrete roof beam, including mainboard one, mainboard two and die block backing plate, the curb plate has all been spliced to the upper and lower terminal surface of mainboard one and mainboard two, and the terminal plate has all been spliced to the terminal surface around, be equipped with the end baffle between the front and back end of mainboard one and mainboard two, be located a mainboard top the up end of curb plate has the cassette through bolted connection, is located two tops of mainboard the up end of curb plate has the fixing base through bolted connection, be equipped with T shape pole on the fixing base, the tip of T shape pole closes soon and is connected with the latch segment. The utility model discloses in, through the setting of mainboard one, mainboard two, die block backing plate and end baffle for four bibliographic categories divide the equipment to become one set of standard festival, can lengthen the regulation with the width to it through the direct bolted connection of standard festival, only need change end baffle and die block backing plate to the precast concrete roof beam of different models, need not the mould sinking again, great saving the mould cost.

Description

General mould of precast concrete roof beam

Technical Field

The utility model relates to a concrete beam technical field especially relates to a general mould of precast concrete roof beam.

Background

The prefabricated beam is formed by formwork erecting, binding, stirring and pouring in a concrete component factory, is transported to an installation position for installation after the strength reaches design specifications, and is adopted to construct an assembled large-plate building, so that the industrialized and mechanized construction degree can be improved, the field wet operation is reduced, the field labor is saved, the seasonal influence is overcome, and the building construction period is shortened.

The existing precast concrete beam mold comprises a steel mold and a wood mold, the wood mold is similar to a construction site formwork erecting process, the steel mold is customized from a mechanical enterprise according to drawings, the beam mold is thick and heavy due to the fact that the beam is generally large in size, the mold cost is high, concrete beams of different sizes need to use molds of different models, and the mold opening of the molds of various models increases the production cost.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a: the general die for the precast concrete beam is provided for solving the problem that the general die for the precast concrete beam cannot be used universally.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides a general mould of precast concrete roof beam, includes mainboard one, mainboard two and die block backing plate, the curb plate has all been spliced to the upper and lower terminal surface of mainboard one and mainboard two, and the terminal plate has all been spliced to the front and back terminal surface, be equipped with the end baffle between the front and back end of mainboard one and mainboard two, be located mainboard top the up end of curb plate has the cassette through bolted connection, is located two tops of mainboard the up end of curb plate has the fixing base through bolted connection, be equipped with T shape pole on the fixing base, the tip of T shape pole closes soon and is connected with the latch segment, the lateral wall of mainboard one and mainboard two all is equipped with the medium plate, the joint has the riser rather than the vertical distribution on the medium plate.

As a further description of the above technical solution:

the first main plate and the second main plate are both provided with small holes.

As a further description of the above technical solution:

the first main plate, the second main plate, the side plates, the bottom die base plate, the end baffle and the middle plate are all wood plates, and the vertical plate, the fixing seat, the T-shaped rod and the locking block are made of steel materials.

As a further description of the above technical solution:

the end baffle is provided with a connecting hole.

As a further description of the above technical solution:

the vertical plate is provided with a lightening hole.

As a further description of the above technical solution:

the locking blocks are clamped and connected with the clamping seat and are symmetrically distributed relative to the clamping seat.

As a further description of the above technical solution:

the first main board and the second main board are both 2000mm long and 650mm high; the end baffles are respectively set with the length of 650mm, the length of 600mm, the length of 550mm, the length of 500mm, the length of 450mm, the length of 400mm, the length of 350mm, the length of 300mm and the height of 650 mm; the bottom die base plate is divided into a set of base plate with the width of 300mm, the width of 400mm, the width of 500mm, the width of 100mm, the width of 150mm, the width of 200mm, the width of 250mm, the width of 300mm, the length of 350mm and the length of 2000 mm.

To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:

1. the utility model discloses in, through the setting of mainboard one, mainboard two, die block backing plate and end baffle for four bibliographic categories divide the equipment to become one set of standard festival, can lengthen the regulation with the width to it through the direct bolted connection of standard festival, only need change end baffle and die block backing plate to the precast concrete roof beam of different models, need not the mould sinking again, great saving the mould cost.

2. The utility model discloses in, mainboard one, mainboard two, curb plate, die block backing plate, end baffle, medium plate are the plank, and riser, fixing base, T shape pole and latch segment are the steel material preparation and form, and the mode through steel structure support and plank combination improves the bulk strength of mould, reduction in production cost.

Drawings

Fig. 1 is a schematic structural view of a general mold for precast concrete beams according to the present invention;

fig. 2 is a schematic structural diagram of a main board of a general die for precast concrete beams according to the present invention;

fig. 3 is a schematic structural view of a second main board of the general die for precast concrete beams provided by the utility model;

fig. 4 is a schematic structural view of a vertical plate of the general die for precast concrete beams provided by the utility model;

fig. 5 is a schematic structural view of a clamping seat of a general die for precast concrete beams provided by the utility model;

fig. 6 is a schematic view of a connection structure between a T-shaped rod and a fixing seat of the general die for precast concrete beams according to the present invention;

fig. 7 is the utility model provides an end plate structure schematic diagram illustration of general mould of precast concrete beam explains:

1. a first main board; 2. a second main board; 3. a side plate; 4. an end plate; 5. a bottom die base plate; 6. an end baffle; 7. a vertical plate; 8. a fixed seat; 9. a T-shaped rod; 10. a locking block; 11. a card holder; 12. a middle plate; 13. a small hole; 14. connecting holes; 15. and (7) lightening holes.

Detailed Description

The technical solutions 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 the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.

Example 1

Referring to fig. 1-7, a general mold for precast concrete beam includes a first main plate 1, a second main plate 2, and a bottom die pad 5, the first main plate 1 and the second main plate 2 have small holes 13, the first main plate 1 and the second main plate 2 have side plates 3 joined to upper and lower end surfaces thereof, the front and rear end surfaces have end plates 4 joined to each other, an end baffle 6 is disposed between the first main plate 1 and the front and rear end of the second main plate 2, the end baffle 6 has a connection hole 14, the upper end surface of the side plate 3 at the top of the first main plate 1 is connected to a clamping seat 11 by a bolt, the upper end surface of the side plate 3 at the top of the second main plate 2 is connected to a fixing seat 8 by a bolt, the fixing seat 8 is provided with a T-shaped rod 9, the T-shaped rod 9 has external threads, the end of the T-shaped rod 9 is screwed to a locking block 10, the locking block 10 is engaged with the clamping seat 11 and is symmetrically distributed with the clamping seat 11, the locking block, the lateral wall of mainboard 1 and mainboard 2 all is equipped with medium plate 12, and the joint has riser 7 rather than the vertical distribution on medium plate 12, has lightening hole 15 on riser 7, and mould overall structure's intensity has been strengthened to riser 7, has alleviateed the weight of mould simultaneously, is convenient for assemble.

Example 2

Different from embodiment 1, mainboard two 2, curb plate 3, die block backing plate 5, end baffle 6, medium plate 12 are the plank, and riser 7, fixing base 8, T shape pole 9 and latch segment 10 are the steel material preparation and form, through the mode reduce cost of steel structural support and plank combination.

Example 3

Different from the embodiment 1, the main board I1 and the main board II 2 are both 2000mm long and 650mm high; the end baffle 6 is set respectively with the length of 650mm, 600mm, 550mm, 500mm, 450mm, 400mm, 350mm and 300mm and the height of 650 mm; the bottom die base plate 5 is divided into standard sections with the width of 300mm, the width of 400mm, the width of 500mm, the width of 100mm, the length of 150mm, the length of 200mm, the width of 250mm, the length of 300mm and the length of 350mm, the standard sections are connected through bolts, and concrete beams with various sizes can be prefabricated conveniently through direct connection of the standard sections.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. A general die for precast concrete beams comprises a first main plate (1), a second main plate (2) and a bottom die base plate (5), and is characterized in that side plates (3) are spliced on the upper end face and the lower end face of the first main plate (1) and the second main plate (2), end plates (4) are spliced on the front end face and the rear end face of the first main plate (1) and the second main plate (2), end baffles (6) are arranged between the front end and the rear end of the first main plate (1), the upper end face of the side plate (3) positioned at the top of the first main plate (1) is connected with a clamping seat (11) through bolts, the upper end face of the side plate (3) positioned at the top of the second main plate (2) is connected with a fixing seat (8) through bolts, a T-shaped rod (9) is arranged on the fixing seat (8), the end part of the T-shaped rod (9) is connected with a locking, vertical plates (7) which are vertically distributed with the middle plate (12) are clamped on the middle plate.

2. A precast concrete beam universal mould according to claim 1, wherein the first main plate (1) and the second main plate (2) are provided with small holes (13).

3. The universal mould for the precast concrete beam as recited in claim 1, wherein the first main plate (1), the second main plate (2), the side plates (3), the bottom die base plate (5), the end baffle (6) and the middle plate (12) are all wood plates, and the vertical plate (7), the fixing seat (8), the T-shaped rod (9) and the locking block (10) are all made of steel materials.

4. A precast concrete beam universal mould according to claim 1, wherein the end stop (6) is provided with a coupling hole (14).

5. A universal mould for precast concrete beams according to claim 1, wherein the riser (7) is provided with lightening holes (15).

6. A precast concrete beam universal mould according to claim 1, wherein the locking blocks (10) are in clamping connection with the clamping seats (11) and are symmetrically distributed about the clamping seats (11).

7. The precast concrete beam universal mold according to claim 1, wherein the first main plate (1) and the second main plate (2) are each 2000mm long and 650mm high; the end baffle (6) is set respectively with the length of 650mm, 600mm, 550mm, 500mm, 450mm, 400mm, 350mm and 300mm and the height of 650 mm; the bottom die base plate (5) is divided into a set of base plate with the width of 300mm, the width of 400mm, the width of 500mm, the width of 100mm, the width of 150mm, the width of 200mm, the width of 250mm, the length of 300mm, the length of 350mm and the length of 2000 mm.