CN211647392U

CN211647392U - Masonry and post drawknot steel bar pre-buried steel plate support

Info

Publication number: CN211647392U
Application number: CN201921419120.XU
Authority: CN
Inventors: 顾雍鼎
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-08-29
Filing date: 2019-08-29
Publication date: 2020-10-09
Anticipated expiration: 2029-08-29

Abstract

The utility model relates to the field of a pre-buried plate bracket for reinforcing steel bars, in particular to a pre-buried steel plate bracket for masonry and column tie bars, which comprises masonry, an upper floor slab, a lower floor slab and a bracket machine component, wherein the masonry is arranged between the upper floor slab and the lower floor slab, a template is arranged on the periphery of the masonry, a plurality of vertical supporting rods are arranged in the masonry, the upper ends of the vertical supporting rods are fixedly arranged in the upper floor slab, the lower ends of the vertical supporting rods are fixedly arranged in the lower floor slab, the support machine component comprises a plurality of support mechanisms arranged on the template, the support mechanisms comprise pre-embedded steel plates fixedly arranged on the inner side of the template, a plurality of embedded steel bars are fixedly arranged on the embedded steel plates, fixed steel plates are also arranged on the embedded steel plates, the both ends of fixed steel sheet pass the outside that the template extends to the template, and this device makes the firm whole of formation between support and the pre-buried steel sheet.

Description

Masonry and post drawknot steel bar pre-buried steel plate support

Technical Field

The utility model relates to a pre-buried board support field of reinforcing bar, concretely relates to brickwork and pre-buried steel sheet support of post drawknot reinforcing bar.

Background

Along with the development of the construction industry, the quality requirement on engineering is higher and higher, and meanwhile, the construction cost saving is also a main means for improving enterprise competition. There are two common connection methods for masonry tie bars and concrete structures:

firstly, a steel plate with the thickness of 100 multiplied by 200 and 5mm is pre-embedded, 2 pieces of III-grade steel bars with the diameter phi 10 and the length of 200mm are welded on the steel plate, and the steel plate and the concrete structure steel bars are connected and pre-embedded together. The embedded steel plate of this kind of mode links together with concrete structure steel bar, and concrete structure protective layer of steel bar conceals the steel sheet, need reject the protective layer of steel bar during masonry structure construction, just can weld the brickwork drawknot muscle. Concrete structure reinforcing bar is vertical to have the skew, then when the brickwork construction partial steel sheet built-in fitting skew, can't satisfy the construction requirement. The steel plate embedded parts which cannot meet the construction requirements by the method account for about 20 percent of the total number of the embedded parts.

Second, a normal steel plate strip with a width of 200mm is used, so that the position deviation of the steel plate can be prevented. The method is expensive in manufacturing cost and belongs to energy waste.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a brickwork and pre-buried steel sheet support of post drawknot reinforcing bar.

To achieve the purpose, the utility model adopts the following technical proposal:

the masonry and column tie bar pre-buried steel plate support comprises a masonry, an upper floor, a lower floor and a support machine component, wherein the lower floor is arranged at a position right below the upper floor, the masonry is arranged between the upper floor and the lower floor, a template is arranged on the periphery of the masonry, a plurality of vertical support rods are vertically arranged in the masonry, the upper ends of the vertical support rods are fixedly arranged in the upper floor, the lower ends of the vertical support rods are fixedly arranged in the lower floor, the support machine component comprises a plurality of support mechanisms arranged on the template, each support mechanism comprises a pre-buried steel plate fixedly arranged on the inner side of the template, a plurality of pre-buried steel bars are fixedly arranged on the pre-buried steel plates, U-shaped fixed steel plates are further arranged on the pre-buried steel plates, and two ends of each fixed steel plate penetrate through the template and extend to the outer sides of the template, and the supporting vertical rods are positioned between the corresponding embedded steel plates and the corresponding fixed steel plates, and the template is provided with a driving mechanism for driving the fixed steel plates to compress the supporting vertical rods.

As an optimal scheme of brickwork and the pre-buried steel sheet support of post drawknot reinforcing bar, actuating mechanism is including fixed block and the threaded rod of coupling in the template outside, the fixed tip that sets up at fixed steel sheet of fixed block, be provided with the screw hole on the fixed block, the tip of threaded rod passes the lateral part that the screw hole extends to the fixed block, threaded rod and fixed block threaded connection.

As an optimal scheme of the masonry and column tie bar embedded steel plate support, the end part of the threaded rod is fixedly provided with a rotating frame.

As an optimal scheme of the masonry and column tie bar embedded steel plate support, a plurality of extending portions are arranged on the embedded steel plate, fastening screw holes are formed in the extending portions, fastening screws screwed into the template are arranged in the fastening screw holes, and clamping blocks for screwing the fastening screws are fixedly arranged on the outer side of the template.

As a brickwork and the pre-buried steel sheet support of post drawknot reinforcing bar an optimal selection scheme, one side that fixed steel sheet is located the brickwork sets up the arc fixed slot, it establishes the card of fixed steel sheet and establishes the groove to correspond to be provided with the card on the support montant.

As an optimal scheme of the masonry and column tie bar embedded steel plate support, the outside of the template is further provided with a fastening mechanism for fixing the clamping block.

As an optimal scheme of the masonry and column tie bar embedded steel plate support, the fastening mechanism comprises a rectangular fastening frame, the end portion of the fastening frame is provided with a fastening plate, a fixing screw is arranged on the fastening plate, and a fixing hole for the fixing screw to be screwed in is formed in the fastening plate.

The utility model has the advantages that:

this brickwork and pre-buried steel sheet support of post drawknot reinforcing bar establishes the groove including fixed steel sheet, fixed block, threaded rod, rotating turret, arc fixed slot and card, can be convenient will support the montant to fix in the brickwork, can effectively fix the pre-buried steel sheet of brickwork drawknot reinforcing bar, guarantee that steel sheet built-in fitting position is accurate for brickwork drawknot reinforcing bar construction speed, effectively reduce engineering cost.

This brickwork and pre-buried steel sheet support of post drawknot reinforcing bar are provided with fastening device in the outside of fixture block, can guarantee the stability of whole device, prevent that the device from taking place to damage.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the embodiments of the present invention will be briefly described below. It is obvious that the drawings described below are only some embodiments of the invention, and that for a person skilled in the art, other drawings can be obtained from these drawings without inventive effort.

Fig. 1 is a first schematic structural diagram of the present invention.

Fig. 2 is a schematic structural diagram of the present invention.

Fig. 3 is a schematic view of the split structure of the present invention.

In the figure: upper floor 1, lower floor 2, template 3, support montant 4, gimbal mechanism 5, pre-buried steel sheet 6, fixed steel sheet 7, fixed block 8, threaded rod 9, rotating turret 10, extension 11, fixture block 12, arc fixed slot 13, card establish groove 14, fastening device 15, fastening frame 16, mounting plate 17, set screw 18.

Detailed Description

The technical solution of the present invention is further explained by the following embodiments with reference to the accompanying drawings.

Wherein the showings are for the purpose of illustration only and are shown by way of illustration only and not in actual form, and are not to be construed as limiting the present patent; for a better understanding of the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.

The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar parts; in the description of the present invention, it should be understood that if the terms "upper", "lower", "left", "right", "inner", "outer", etc. are used to indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not indicated or implied that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are used only for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms will be understood by those skilled in the art according to the specific circumstances.

In the description of the present invention, unless otherwise explicitly specified or limited, the term "connected" or the like, if appearing to indicate a connection relationship between the components, is to be understood broadly, for example, as being either a fixed connection, a detachable connection, or an integral part; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or may be connected through one or more other components or may be in an interactive relationship with one another. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1 to 3, a masonry and column tie bar embedded steel plate 6 support comprises a masonry, an upper floor 1, a lower floor 2 and a support frame assembly, wherein the lower floor 2 is arranged under the upper floor 1, the masonry is arranged between the upper floor 1 and the lower floor 2, a template 3 is arranged on the periphery of the masonry, a plurality of vertical support rods 4 are vertically arranged in the masonry, the upper ends of the vertical support rods 4 are fixedly arranged in the upper floor 1, the lower ends of the vertical support rods 4 are fixedly arranged in the lower floor 2, the support frame assembly comprises a plurality of support frame mechanisms 5 arranged on the template 3, each support frame mechanism 5 comprises an embedded steel plate 6 fixedly arranged on the inner side of the template 3, a plurality of embedded steel bars are fixedly arranged on the embedded steel plates 6, and a U-shaped fixed steel plate 7 is arranged on the embedded steel plates 6, the both ends of fixed steel sheet 7 pass template 3 and extend to the outside of template 3 to support montant 4 and be located the position between corresponding pre-buried steel sheet 6 and the fixed steel sheet 7, be provided with the actuating mechanism that the fixed steel sheet 7 of drive compressed tightly supports montant 4 on the template 3. When the fixing device is used, the supporting vertical rod 4 is located between the fixing steel plate 7 and the embedded steel plate 6, when the supporting vertical rod 4 needs to be fixed, the fixing steel plate 7 can move outwards by rotating the threaded rod 9, and the fixing device can be fixed until the arc-shaped fixing groove 13 in the fixing steel plate 7 is clamped in the clamping groove 14 in the supporting vertical rod 4.

Actuating mechanism is including fixed block 8 and the threaded rod 9 of coupling in the template 3 outside, the fixed tip that sets up at fixed steel sheet 7 of fixed block 8, be provided with the screw hole on the fixed block 8, the tip of threaded rod 9 passes the screw hole and extends to the lateral part of fixed block 8, threaded

rod

9 and 8 threaded connection of fixed block. When the vertical supporting rod 4 needs to be fixedly supported, the threaded rod 9 is rotated, and then the fixing steel plate 7 can be driven to move outwards, so that the fixing steel plate 7 can fix the vertical supporting rod 4.

The end part of the threaded rod 9 is also fixedly provided with a rotating frame 10.

The embedded steel plate 6 is provided with a plurality of extending portions 11, the extending portions 11 are provided with fastening screw holes, fastening screws screwed into the template 3 are arranged in the fastening screw holes, and clamping blocks 12 for the fastening screws to be screwed in are fixedly arranged on the outer side of the template 3.

One side that fixed steel sheet 7 is located the brickwork sets up arc fixed slot 13, support and correspond on the montant 4 and be provided with the card and establish groove 14 of establishing fixed steel sheet 7 of card.

And a fastening mechanism 15 for fixing the fixture block 12 is arranged on the outer side of the template 3.

The fastening mechanism 15 includes a rectangular fastening frame 16, a fastening plate 17 is disposed at an end of the fastening frame 16, a fixing screw 18 is disposed on the fastening plate 17, and a fixing hole for screwing the fixing screw 18 is disposed on the fastening plate 17.

The working principle is as follows: when the fixing device is used, the supporting vertical rod 4 is located between the fixing steel plate 7 and the embedded steel plate 6, when the supporting vertical rod 4 needs to be fixed, the fixing steel plate 7 can move outwards by rotating the threaded rod 9, and the fixing device can be fixed until the arc-shaped fixing groove 13 in the fixing steel plate 7 is clamped in the clamping groove 14 in the supporting vertical rod 4.

It should be understood that the above-described embodiments are merely illustrative of the preferred embodiments of the present invention and the technical principles thereof. It will be understood by those skilled in the art that various modifications, equivalents, changes, and the like can be made to the present invention. However, these modifications are within the scope of the present invention as long as they do not depart from the spirit of the present invention. In addition, certain terms used in the specification and claims of the present application are not limiting, but are used merely for convenience of description.

Claims

1. The utility model provides a brickwork and pre-buried steel sheet of post drawknot reinforcing bar (6) support, its characterized in that: the building comprises a masonry, an upper floor (1), a lower floor (2) and a support machine assembly, wherein the lower floor (2) is arranged under the upper floor (1), the masonry is arranged between the upper floor (1) and the lower floor (2), a template (3) is arranged on the periphery of the masonry, a plurality of vertical supporting rods (4) are vertically arranged in the masonry, the upper ends of the vertical supporting rods (4) are fixedly arranged in the upper floor (1), the lower ends of the vertical supporting rods (4) are fixedly arranged in the lower floor (2), the support machine assembly comprises a plurality of support mechanisms (5) arranged on the template (3), each support mechanism (5) comprises a pre-buried steel plate (6) fixedly arranged on the inner side of the template (3), a plurality of pre-buried steel bars are fixedly arranged on the pre-buried steel plates (6), and a U-shaped fixed steel plate (7) is further arranged on the pre-buried steel plates (6), the two ends of the fixed steel plate (7) penetrate through the template (3) and extend to the outer side of the template (3), the supporting vertical rods (4) are located between the corresponding embedded steel plates (6) and the fixed steel plates (7), and driving mechanisms for driving the fixed steel plates (7) to compress the supporting vertical rods (4) are arranged on the template (3).

2. The support of the masonry and column tie bar embedded steel plate (6) according to claim 1, characterized in that: actuating mechanism is including fixed block (8) and coupling threaded rod (9) in template (3) outside, the fixed tip that sets up in fixed steel sheet (7) in fixed block (8), be provided with the screw hole on fixed block (8), the tip of threaded rod (9) passes the lateral part that the screw hole extends to fixed block (8), threaded rod (9) and fixed block (8) threaded connection.

3. The support of the masonry and column tie bar embedded steel plate (6) according to claim 2, characterized in that: the end part of the threaded rod (9) is also fixedly provided with a rotating frame (10).

4. The support of the masonry and column tie bar embedded steel plate (6) according to claim 3, characterized in that: the embedded steel plate is characterized in that a plurality of extending portions (11) are arranged on the embedded steel plate (6), fastening screw holes are formed in the extending portions (11), fastening screws screwed into the template (3) are arranged in the fastening screw holes, and clamping blocks (12) for the fastening screws to screw in are fixedly arranged on the outer side of the template (3).

5. The support of the masonry and column tie bar embedded steel plate (6) according to claim 4, characterized in that: one side that fixed steel sheet (7) are located the building body sets up arc fixed slot (13), support corresponding card that is provided with card on montant (4) and establishes fixed steel sheet (7) establishes groove (14).

6. The support of the masonry and column tie bar embedded steel plate (6) according to claim 5, characterized in that: and a fastening mechanism (15) for fixing the fixture block (12) is arranged on the outer side of the template (3).

7. The support of the masonry and column tie bar embedded steel plate (6) according to claim 6, characterized in that: the fastening mechanism (15) comprises a rectangular fastening frame (16), a fastening plate (17) is arranged at the end part of the fastening frame (16), a fixing screw (18) is arranged on the fastening plate (17), and a fixing hole for screwing the fixing screw (18) is formed in the fastening plate (17).