CN213626175U - Assembled constructional column - Google Patents

Assembled constructional column Download PDF

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Publication number
CN213626175U
CN213626175U CN202022117654.6U CN202022117654U CN213626175U CN 213626175 U CN213626175 U CN 213626175U CN 202022117654 U CN202022117654 U CN 202022117654U CN 213626175 U CN213626175 U CN 213626175U
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CN
China
Prior art keywords
brick
muscle
stirrup
bars
floor slab
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Active
Application number
CN202022117654.6U
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Chinese (zh)
Inventor
张武
陈伟锋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wisdri Engineering and Research Incorporation Ltd
Wisdri Urban Construction Engineering Technology Co Ltd
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Wisdri Engineering and Research Incorporation Ltd
Wisdri Urban Construction Engineering Technology Co Ltd
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Priority to CN202022117654.6U priority Critical patent/CN213626175U/en
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Publication of CN213626175U publication Critical patent/CN213626175U/en
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Abstract

The utility model discloses an assembled constructional column, including square stirrup, lead to long perpendicular muscle and with the isometric aequilate isopachous brick A and brick B of brick laying with the brickwork, brick A and brick B are the concrete prefabricated piece, a brick A and two brick B follow the alternative and crisscross arrangement of vertical direction, be equipped with the breach on four angles of brick A, the left and right sides is equipped with the embedded muscle, brick B middle part front and back side is equipped with the straight flute, the brickwork joint department of stirrup distribution between brick A and brick B, the pre-buried muscle is connected with the lacing wire welding of the brickwork of place side, four angles departments that the perpendicular muscle distributes in the stirrup just pass breach and straight flute in turn, the upper and lower extreme of perpendicular muscle respectively with the connecting reinforcement welded connection of upper and lower floor, breach and straight flute are filled through the cementing material. The utility model discloses can the field assembly, group easy operation, convenience, the efficiency of construction is high, practices thrift the time limit for a project.

Description

Assembled constructional column
Technical Field
The utility model belongs to the construction field is built in the room, concretely relates to assembled constructional column.
Background
The constructional column construction belongs to the secondary and pours, and most construction units adopt from mixing the concrete, and not only the quality problem is more, and the efficiency of construction is low.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an assembled constructional column can the field assembly, and group easy operation, convenience, the efficiency of construction is high, practices thrift the time limit for a project.
The utility model adopts the technical proposal that:
the utility model provides an assembled constructional column, including square stirrup, lead to long perpendicular muscle and with the isometric aequilate isopachous brick A of brick and brick B with the brickwork, brick A and brick B are the concrete precast block, a brick A and two brick B follow the alternative and crisscross arrangement of vertical direction, be equipped with the breach on four angles of brick A, the left and right sides is equipped with the pre-buried muscle, brick B middle part front and back side is equipped with the straight flute, the stirrup distributes the brickwork joint department between brick A and brick B, pre-buried muscle and the drawknot muscle welded connection of the side brickwork of place, four angles departments that the perpendicular muscle distributes in the stirrup just pass breach and straight flute in turn, the upper and lower extreme of perpendicular muscle respectively with the connecting reinforcement welded connection of upper and lower floor, breach and straight flute are filled through the cementing material.
Furthermore, the notch is an arc-shaped notch, and the straight groove is a U-shaped groove.
Further, the centers of the brick A and the brick B are provided with cylindrical hollow cores.
Further, the bricks A and B are made of C30 concrete.
Furthermore, the connecting steel bars of the upper floor slab are embedded steel bars implanted into the bottom of the upper floor slab, the connecting steel bars of the lower floor slab are embedded steel bars implanted into the top of the lower floor slab, and the embedded steel bars correspond to the vertical steel bars one to one.
Furthermore, the upper ends of the vertical bars are indirectly welded with the connecting steel bars of the upper floor slab through the middle steel bars, the lower ends of the vertical bars are directly welded with the connecting steel bars of the lower floor slab, and the middle steel bars are inclined and crossed with each other.
Furthermore, every two bricks are provided with a stirrup.
Furthermore, flexible materials are filled between the masonry and the upper floor slab.
The utility model has the advantages that:
brick A and brick B can be prefabricated in the mill, stirrup and perpendicular muscle can the on-the-spot preparation also can be prefabricated in the mill, after all materials are ready, the workman is direct at the on-the-spot equipment, discharge brick A earlier during the equipment, brick B, stirrup and perpendicular muscle, then with the embedded muscle with the drawknot muscle welding, with erecting muscle and connecting reinforcement welding, pack cementing material through the mould sealing at last, whole flow easy operation, convenience, the efficiency of construction is high, the time limit for a project has been practiced thrift, be applicable to shale brick, aerated concrete etc. build the constructional column construction of infilled wall.
Drawings
Fig. 1 is a cross-sectional view of the brick a in the embodiment of the present invention, in which the filling manner of the cementing material is retained.
Fig. 2 is a cross-sectional view of the brick B in the embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a fabricated construction column according to an embodiment of the present invention.
In the figure: 1-stirrup; 2-cementing agent; 3-sealing the mold; 4-building bricks; 5-stretching the tie bar; 6-vertical ribs; 7-embedding ribs; 8-connecting reinforcing steel bars; 9-middle steel bars; 10-upper floor slab; 11-a flexible material; 12-masonry; 13-lower floor.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and examples.
As shown in fig. 1 to 3, an assembled constructional column, including square stirrup 1, the perpendicular muscle of leading to long with brickwork 12 is with 6 and with brick 4 isometric aequilate isopachous brick A and brick B, brick A and brick B are the concrete prefabricated section, a brick A and two brick B are along the alternative and crisscross arrangement of vertical direction, be equipped with the breach on four angles of brick A, the left and right sides is equipped with embedded muscle 7, brick B middle part front and back side is equipped with the straight flute, stirrup 1 distributes the brick seam department between brick A and brick B, embedded muscle 7 and the 5 welded connection of drawknot muscle of place side brickwork 12, four angle departments that perpendicular muscle 6 distributes in stirrup 1 just pass breach and straight flute in turn, the upper and lower extreme of perpendicular muscle 6 is respectively with the connecting reinforcement 8 welded connection of upper floor 10 and lower floor 13, breach and straight flute are filled through cementing 2. Brick A and brick B can be prefabricated in the mill, stirrup 1 and vertical reinforcement 6 can the on-the-spot preparation also can be prefabricated in the mill, after all materials are prepared, the workman is direct at the on-the-spot equipment, discharge brick A earlier during the equipment, brick B, stirrup 1 and vertical reinforcement 6, then weld embedded reinforcement 7 and drawknot muscle 5, will erect reinforcement 6 and connecting reinforcement 8 welding, provide the cementing material 2 of packing 3 packing at last, whole flow easy operation, it is convenient, the efficiency of construction is high, the time limit for a project has been practiced thrift, be applicable to shale brick, aerated concrete etc. build the constructional column construction of infilled wall.
As shown in fig. 1 and 2, in the present embodiment, the notch is an arc-shaped notch, and the straight groove is a U-shaped groove, so as to avoid scratching the vertical rib 6.
As shown in fig. 3, in this embodiment, one stirrup 1 is provided for every two tiles.
As shown in fig. 3, in this embodiment, the connecting steel bars 8 of the upper floor 10 are embedded steel bars implanted into the bottom of the upper floor 10, the connecting steel bars 8 of the lower floor 13 are embedded steel bars implanted into the top of the lower floor 13, and the embedded steel bars correspond to the vertical steel bars 6 one to one; the upper end of the vertical bar 6 is indirectly welded with the connecting bar 8 of the upper floor slab 10 through the middle bar 9, the lower end is directly welded with the connecting bar 8 of the lower floor slab 13, and the middle bars 9 are inclined and crossed with each other.
As shown in fig. 3, in the present embodiment, a flexible material 11 is filled between the masonry 12 and the upper floor 10.
In this embodiment, the brick A and the brick B are made of C30 concrete, and the centers of the brick A and the brick B are provided with cylindrical hollow cores to reduce the dead weight and save the manufacturing cost.
In this embodiment, the cementing material 2 has a certain fluidity, so that it can be ensured that no cementing material 2 exists in a local area in the mold 3, and the strength of the cementing material 2 is the same as that of the precast concrete.
It will be understood that modifications and variations can be made by persons skilled in the art in light of the above teachings and all such modifications and variations are considered to be within the scope of the invention as defined by the following claims.

Claims (8)

1. An assembled construction post, characterized in that: including square stirrup, lead to long perpendicular muscle and with the isometric aequilate isopachous brick A and brick B of brickwork, brick A and brick B are the concrete prefabricated section, a brick A and two brick B are just crisscross arranging along the vertical direction in turn, be equipped with the breach on four angles of brick A, the left and right sides is equipped with the pre-buried muscle, the side is equipped with the straight flute around the brick B middle part, the stirrup distributes the brickwork joint department between brick A and brick B, pre-buried muscle and the drawknot muscle welded connection of the brickwork of place side, four angles departments that the perpendicular muscle distributes in the stirrup just pass breach and straight flute in turn, the upper and lower end of perpendicular muscle respectively with the connecting reinforcement welded connection of upper and lower floor, breach and straight flute are filled through the cementing material.
2. The fabricated construction column of claim 1, wherein: the notch is an arc-shaped notch, and the straight groove is a U-shaped groove.
3. The fabricated construction column of claim 1, wherein: the centers of the brick A and the brick B are provided with cylindrical hollow parts.
4. The fabricated construction column of claim 1, wherein: the bricks A and B are made of C30 concrete.
5. The fabricated construction column of claim 1, wherein: the connecting steel bars of the upper floor slab are embedded steel bars implanted into the bottom of the upper floor slab, the connecting steel bars of the lower floor slab are embedded steel bars implanted into the top of the lower floor slab, and the embedded steel bars are in one-to-one correspondence with the vertical steel bars.
6. The fabricated construction column of claim 1, wherein: the upper ends of the vertical bars are indirectly welded with the connecting bars of the upper floor slab through the middle bars, the lower ends of the vertical bars are directly welded with the connecting bars of the lower floor slab, and the middle bars are inclined and crossed with each other.
7. The fabricated construction column of claim 1, wherein: every two bricks are provided with a stirrup.
8. The fabricated construction column of claim 1, wherein: and a flexible material is filled between the masonry and the upper floor slab.
CN202022117654.6U 2020-09-24 2020-09-24 Assembled constructional column Active CN213626175U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022117654.6U CN213626175U (en) 2020-09-24 2020-09-24 Assembled constructional column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022117654.6U CN213626175U (en) 2020-09-24 2020-09-24 Assembled constructional column

Publications (1)

Publication Number Publication Date
CN213626175U true CN213626175U (en) 2021-07-06

Family

ID=76653225

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022117654.6U Active CN213626175U (en) 2020-09-24 2020-09-24 Assembled constructional column

Country Status (1)

Country Link
CN (1) CN213626175U (en)

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