阅读说明：本技术 一种构造柱钢筋的机械锚固件及工艺 (Mechanical anchoring part and process for constructional column steel bar ) 是由 王彦航 王旭东 高帅龙 于治磊 于 2021-08-31 设计创作，主要内容包括：本发明公开了一种构造柱钢筋的机械锚固件及工艺,包括圆环,其特征是：所述砼顶板1内预埋连接机构,所述砼顶板1内预埋调整机构。本发明涉及建筑设备加工领域,具体涉及一种构造柱钢筋的机械锚固件及工艺。本发明要解决的技术问题是提供一种构造柱钢筋的机械锚固件及工艺,方便机械锚固件加工。(The invention discloses a mechanical anchoring part and a process for constructing a column reinforcing steel bar, which comprises a circular ring and is characterized in that: a connecting mechanism is pre-embedded in the concrete top plate 1, and an adjusting mechanism is pre-embedded in the concrete top plate 1. The invention relates to the field of processing of building equipment, in particular to a mechanical anchoring piece and a process for constructing a column steel bar. The invention aims to provide a mechanical anchoring part and a process for constructing a column reinforcing steel bar, which are convenient for machining the mechanical anchoring part.)

1. The utility model provides a mechanical anchor of constructional column reinforcing bar, includes concrete roof (1), its characterized in that:

a connecting mechanism is embedded in the concrete top plate (1);

an adjusting mechanism is pre-embedded in the concrete top plate (1).

2. A mechanical anchor for constructing a column rebar as recited in claim 1, wherein: the connecting mechanism comprises a return plate (2), the return plate (2) is embedded in the concrete top plate (1), and the return plate (2) is fixedly connected with a group of steel bar straight thread sleeves (3).

3. A mechanical anchor for constructing a column rebar as recited in claim 1, wherein: the adjusting mechanism comprises a square plate (24), the square plate (24) is embedded in the concrete top plate (1), the square plate (24) is fixedly connected with two groups of symmetrical connecting rods (11), each connecting rod (11) is fixedly connected with a frame body (6) respectively, the square plate (24) is provided with two groups of symmetrical chutes (10), the square plate (24) is fixedly connected with a square I (8), a round hole I (9) is arranged on the square I (8), the square I (8) is fixedly connected with a symmetrical round rod I (7), the symmetrical round rod I (7) respectively penetrates through the center of the square rod I (12), the symmetrical square rod I (12) is provided with a symmetrical straight slot (13) respectively, the symmetrical square rod I (12) is fixedly connected with a round shaft (14) respectively, the symmetrical round shaft (14) is fixedly connected with a guide rod (16) respectively, each chute (10) is provided with a round rod II (17) respectively, and a second round rod (17) is correspondingly arranged in each straight opening groove (13), each second round rod (17) is fixedly connected with a second square block (15), and the symmetrical guide rods (16) respectively penetrate through the corresponding second square blocks (15).

4. A mechanical anchor for constructing a column rebar as recited in claim 3, wherein: the symmetrical round shafts (14) are respectively and rotatably connected with L-shaped rods (18), the symmetrical L-shaped rods (18) are respectively and rotatably connected with guide rods (20), the guide rods (20) penetrate through the square I (8), the guide rods (20) are provided with a group of uniformly distributed round holes II (19), and the round holes I (9) are matched with the round holes II (19).

5. A mechanical anchor for constructing a column rebar as recited in claim 3, wherein: and each round rod II (17) is fixedly connected with a round plate (21) respectively, each round plate (21) is fixedly connected with two square rods II (23) which are vertically distributed, and each round plate (21) is fixedly connected with a steel bar straight thread sleeve (3) respectively.

6. A mechanical anchor for constructing a column rebar as recited in claim 2, wherein: the number of the steel bar straight thread sleeves (3) in one group is four.

7. A mechanical anchor for constructing a column reinforcement as claimed in claim 5 or 6, wherein: the diameter of the steel bar straight thread sleeve (3) is 20 mm.

8. A mechanical anchor for constructing a column rebar as recited in claim 7, wherein: every install reinforcing bar (4) in reinforcing bar straight thread sleeve (3) respectively, the diameter of reinforcing bar (4) is 12mm, per four reinforcing bar (4) are a set of, every group reinforcing bar (4) outside sets up a set of evenly distributed's stirrup (5), every reinforcing bar (4) with stirrup (5) carry out the ligature and handle.

9. A mechanical anchor process for constructing a column reinforcement, comprising all the technical features of claims 1 to 8, characterized by comprising the following steps:

the method comprises the following steps: embedding the connecting mechanism or the adjusting mechanism in the concrete top plate (1);

step two: pouring the concrete top plate (1);

step three: the steel bar (4) is arranged in the steel bar straight thread sleeve (3);

step four: and placing the stirrups (5) at the outer sides of the reinforcing steel bars (4), and binding the reinforcing steel bars (4) and the stirrups (5).

10. A mechanical anchor process of constructing a column rebar of claim 9, wherein:

when the adjusting mechanism is pre-buried in the first step, the adjustment is carried out according to the position of the steel bar (4), and the concrete steps are as follows: moving the guide rod (20), so that the guide rod (20) moves along the first square block (8), the guide rod (20) drives the L-shaped rod (18) to swing, the L-shaped rod (18) drives the round shaft (14) to move, the round shaft (14) drives the first square rod (12) and the guide rod (16) to move, the guide rod (16) drives the second square block (15) to move, the second square block (15) drives the second round rod (17) to move along the straight groove (13) and the inclined groove (10), the second round rod (17) drives the second square block (15) to move along the guide rod (16), the second round rod (17) drives the circular plate (21), the second square rod (23) and the straight threaded sleeve (3) to move, so that the straight threaded sleeve (3) moves to a proper position to meet the position of the steel bar (4), bolts are used to be screwed into the first round holes (9) through the appropriate second round blocks (19).

Technical Field

The invention relates to the field of processing of building equipment, in particular to a mechanical anchoring piece and a process for constructing a column steel bar.

Background

The constructional column is characterized in that in order to enhance the integrity and stability of a building, a reinforced concrete constructional column is arranged in a wall body of a multi-layer brick-concrete structure building and is connected with each layer of ring beam to form a space frame capable of resisting bending and shearing, and the constructional column is an effective measure for preventing a house from collapsing. The arrangement positions of the constructional columns are at four corners of the outer wall, the joints of the cross walls and the outer longitudinal walls at staggered layers, two sides of a larger hole, the joints of the inner wall and the outer wall of a large room, and the like.

The conventional method for embedding the main reinforcements of the constructional column in the construction site comprises the steps of marking the pre-estimated positions of the main reinforcements of the constructional column on a beam by a worker with chalk after the beam template at the top of the constructional column is removed, respectively drilling the reinforcement embedding holes which are larger than the reinforcement embedding size by 4mm at the top and the bottom of the beam by using an impact electric drill, wherein the reinforcement embedding holes are blind holes, the upper holes and the lower holes of the same beam are not communicated, blowing off slag powder in the holes by using a fan, coating and embedding reinforcement embedding glue at the anchoring end of the rear embedded short reinforcement, quickly inserting the rear embedded short reinforcement into the reinforcement embedding holes by holding the short reinforcement, solidifying the reinforcement embedding glue, performing a reinforcement embedding drawing test, then blanking the main reinforcements of the constructional column, binding the upper ends and the lower ends of the main reinforcements with the upper short reinforcement and the lower short reinforcement of the same layer which are subjected to the drawing test, building a wall body and pouring concrete.

This conventional approach suffers from the following disadvantages: 1. inaccurate positioning when drilling the bar planting hole; 2. the upper and lower parts of the constructional column steel bar are not vertical. This is a disadvantage of the prior art.

Disclosure of Invention

The invention aims to provide a mechanical anchoring part and a process for constructing a column reinforcing steel bar, which are convenient for machining the mechanical anchoring part.

The invention adopts the following technical scheme to realize the purpose of the invention:

the utility model provides a mechanical anchor assembly and technology of constructional column reinforcing bar, includes the concrete roof, its characterized in that: the concrete roof is internally embedded with a connecting mechanism, and the concrete roof is internally embedded with an adjusting mechanism.

As the further limitation of the technical scheme, the connecting mechanism comprises a return plate, the return plate is embedded in the concrete top plate, and the return plate is fixedly connected with a group of steel bar straight thread sleeves.

As a further limitation of the technical solution, the adjusting mechanism comprises a square plate, the square plate is embedded in the concrete top plate, the square plate is fixedly connected with two groups of symmetrical connecting rods, each connecting rod is respectively and fixedly connected with the frame body, the square plate is provided with two groups of symmetrical chutes, the square plate is fixedly connected with a first square block, a first round hole is formed in the first square block, the first square block is fixedly connected with a first symmetrical round rod, one symmetrical round rod respectively penetrates through the center of the first square rod, one symmetrical square rod is respectively provided with a symmetrical straight slot, the square rod one is respectively fixedly connected with the round shaft, the round shaft is respectively fixedly connected with the guide rod, the chute is internally provided with a round rod two, the straight slot is internally provided with a corresponding round rod two, the round rod two is respectively fixedly connected with the square block two, and the guide rod penetrates through the square block two.

As a further limitation of the technical scheme, the symmetrical round shafts are respectively and rotatably connected with the L-shaped rods, the symmetrical L-shaped rods are respectively and rotatably connected with the guide rods, the guide rods penetrate through the square I, the guide rods are provided with a group of uniformly distributed round holes II, and the round holes I are matched with the round holes II.

As a further limitation of the technical solution, each round bar two is fixedly connected with a round plate, each round plate is fixedly connected with two square bars two which are vertically distributed, and each round plate is fixedly connected with a steel bar straight thread sleeve.

As a further limitation of the technical scheme, the number of the steel bar straight thread sleeves in one group is four.

As a further limitation of the technical scheme, the diameter of the steel bar straight thread sleeve is 20 mm.

As the further injecture of this technical scheme, every install the reinforcing bar in the reinforcing bar straight thread sleeve respectively, the diameter of reinforcing bar is 12mm, and every four the reinforcing bar is a set of, every group the reinforcing bar outside sets up a set of evenly distributed's stirrup, every the reinforcing bar with the stirrup carries out the ligature processing.

Compared with the prior art, the invention has the advantages and positive effects that:

(1) this device is through with coupling mechanism or guiding mechanism pre-buried in the concrete roof, installs the reinforcing bar in reinforcing bar straight thread sleeve. And placing stirrups outside the steel bars, and binding the steel bars and the stirrups. The vertical direction of the steel bars is ensured. Through setting up guiding mechanism, under the drive of relevant component, realize that the straight thread sleeve of reinforcing bar removes suitable position to accord with the reinforcing bar position, realize not unidimensional constructional column processing.

(2) The invention solves the problems of inaccurate positioning and non-verticality of the upper part and the lower part of the constructional column steel bar when drilling the steel bar planting hole by skillful design, and provides the working efficiency and the working quality.

Drawings

Fig. 1 is an exploded view of the present invention.

Fig. 2 is a schematic perspective view of a pre-buried adjusting mechanism according to the present invention.

Fig. 3 is a schematic perspective view of a pre-buried adjusting mechanism according to the present invention.

Fig. 4 is a three-dimensional structural schematic diagram of the embedded adjusting mechanism of the invention.

Fig. 5 is an exploded view of the second embodiment of the present invention.

In the figure: 1. concrete roof, 2, return plate, 3, reinforcing steel bar straight thread sleeve, 4, reinforcing steel bar, 5, stirrup, 6, frame, 7, round bar I, 8, square I, 9, round hole I, 10, chute, 11, connecting rod, 12, square bar I, 13, straight mouth groove, 14, round shaft, 15, square II, 16, guide bar, 17, round bar II, 18, L-shaped bar, 19, round hole II, 20, guide bar, 21, round plate, 23, square bar II, 24, square plate.

Detailed Description

An embodiment of the present invention will be described in detail below with reference to the accompanying drawings, but it should be understood that the scope of the present invention is not limited to the embodiment.

In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientation or positional relationship indicated in the drawings, which are merely for convenience in describing the invention and to simplify the description, and are not intended to indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are therefore not to be construed as limiting the invention.

The terms "mounted," "connected," and "coupled" are to be construed broadly and may, for example, be fixedly coupled, detachably coupled, or integrally coupled; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the creation of the present invention can be understood by those of ordinary skill in the art through specific situations.

The following description of the exemplary embodiments refers to the accompanying drawings. The same reference numbers in different drawings identify the same or similar elements. The following detailed description does not limit the invention. Rather, the scope of the invention is defined by the appended claims. For simplicity, the following embodiments are described with respect to the terminology and structure of the present system, however, the embodiments to be described next are not limited to this system but may be applied to any other system that may be applied.

As shown in fig. 1 to 5, the concrete roof slab comprises a concrete roof slab 1, a connecting mechanism is embedded in the concrete roof slab 1, and an adjusting mechanism is embedded in the concrete roof slab 1.

The connecting mechanism comprises a return plate 2, the return plate 2 is embedded in the concrete top plate 1, and the return plate 2 is fixedly connected with a group of steel bar straight thread sleeves 3.

The adjusting mechanism comprises a square plate 24, the square plate 24 is embedded in the concrete top plate 1, the square plate 24 is fixedly connected with two groups of symmetrical connecting rods 11, each connecting rod 11 is respectively and fixedly connected with a frame body 6, the square plate 24 is provided with two groups of symmetrical chutes 10, the square plate 24 is fixedly connected with a first square block 8, a first round hole 9 is arranged on the first square block 8, the first square block 8 is fixedly connected with a symmetrical first round rod 7, the symmetrical first round rod 7 respectively penetrates through the center of the first square rod 12, the symmetrical first square rod 12 is respectively provided with a symmetrical straight slot 13, the symmetrical first square rod 12 is respectively and fixedly connected with a round shaft 14, the symmetrical round shaft 14 is respectively and fixedly connected with a guide rod 16, a second round rod 17 is respectively arranged in each chute 10, the straight slot 13 is respectively provided with a corresponding second round rod 17, and each second round rod 17 is respectively and fixedly connected with a second square block 15, the symmetrical guide rods 16 respectively penetrate through the corresponding second blocks 15.

The symmetrical round shafts 14 are respectively and rotatably connected with L-shaped rods 18, the symmetrical L-shaped rods 18 are respectively and rotatably connected with guide rods 20, the guide rods 20 penetrate through the first square blocks 8, the guide rods 20 are provided with a group of uniformly distributed round holes 19, and the round holes 19 are matched with the round holes 9.

Each round rod II 17 is fixedly connected with a round plate 21, each round plate 21 is fixedly connected with two square rods II 23 which are vertically distributed, and each round plate 21 is fixedly connected with a steel bar straight thread sleeve 3.

The number of the steel bar straight thread sleeves 3 in one group is four.

The diameter of the steel bar straight thread sleeve 3 is 20 mm.

Every install reinforcing bar 4 in the reinforcing bar straight thread sleeve 3 respectively, the diameter of reinforcing bar 4 is 12mm, every four reinforcing bar 4 is a set of, every group the 4 outsides of reinforcing bar set up a set of evenly distributed's stirrup 5, every reinforcing bar 4 with stirrup 5 carries out the ligature and handles.

A mechanical anchoring process for constructing column reinforcements, comprising the steps of:

the method comprises the following steps: pre-burying the connecting mechanism or the adjusting mechanism in the concrete top plate 1;

step two: pouring the concrete top plate 1;

step three: the steel bar 4 is arranged in the steel bar straight thread sleeve 3;

step four: and placing the stirrups 5 on the outer sides of the reinforcing steel bars 4, and binding the reinforcing steel bars 4 and the stirrups 5.

When the adjusting mechanism is pre-buried in the first step, the adjustment is carried out according to the position of the steel bar 4, and the concrete steps are as follows: the guide rod 20 is moved to enable the guide rod 20 to move along the first square block 8, the guide rod 20 drives the L-shaped rod 18 to swing, the L-shaped rod 18 drives the circular shaft 14 to move, the circular shaft 14 drives the first square rod 12 and the guide rod 16 to move, the guide rod 16 drives the second square block 15 to move, the second square block 15 drives the second circular rod 17 to move along the straight-mouth groove 13 and the inclined groove 10, the second circular rod 17 drives the second square block 15 to move along the guide rod 16, the second circular rod 17 drives the circular plate 21, the second square rod 23 and the straight-thread sleeve 3 of the steel bars to move, the straight-thread sleeve 3 of the steel bars is made to move to a proper position to meet the position of the steel bars 4, and a bolt penetrates through the proper second circular block 19 and is screwed into the first circular hole 9.

The working process of the invention is as follows: and embedding the connecting mechanism or the adjusting mechanism in the concrete top plate 1. When the adjusting mechanism is pre-embedded, adjustment is carried out according to the position of a steel bar 4, the guide rod 20 is moved, the guide rod 20 moves along the first square block 8, the guide rod 20 drives the L-shaped rod 18 to swing, the L-shaped rod 18 drives the round shaft 14 to move, the round shaft 14 drives the first square rod 12 and the guide rod 16 to move, the guide rod 16 drives the second square block 15 to move, the second square block 15 drives the second round rod 17 to move along the straight opening groove 13 and the inclined groove 10, the second round rod 17 drives the second square block 15 to move along the guide rod 16, the second round rod 17 drives the circular plate 21, the second square rod 23 and the straight threaded sleeve 3 of the steel bar to move, the straight threaded sleeve 3 of the steel bar is made to move to a proper position to meet the position of the steel bar 4, and a bolt penetrates through the proper second round block 19 to be screwed into the first round hole 9.

And pouring a concrete top plate 1. And a reinforcing steel bar 4 is arranged in the reinforcing steel bar straight thread sleeve 3. And placing the stirrups 5 at the outer sides of the steel bars 4, and binding the steel bars 4 and the stirrups 5.

This device is through with coupling mechanism or guiding mechanism pre-buried in concrete roof 1, installation reinforcing bar 4 in reinforcing bar straight thread sleeve 3. And placing the stirrups 5 at the outer sides of the steel bars 4, and binding the steel bars 4 and the stirrups 5. The steel bars 4 are ensured to be vertical up and down. Through setting up guiding mechanism, under the drive of relevant component, realize that reinforcing bar straight thread sleeve 3 removes suitable position to accord with reinforcing bar 4 positions, realize not unidimensional constructional column processing.

The invention solves the problems of inaccurate positioning and non-verticality of the upper part and the lower part of the constructional column steel bar when drilling the steel bar planting hole by skillful design, and provides the working efficiency and the working quality.

Reference throughout the specification to "one embodiment" or "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment is included in at least one embodiment of the subject matter disclosed. Thus, the appearances of the phrases "in one embodiment" or "in an embodiment" in various places throughout this specification are not necessarily all referring to the same embodiment. Furthermore, the particular features, structures, or characteristics may be combined in any suitable manner in one or more embodiments. It should be understood that this description is not intended to limit the invention. On the contrary, the exemplary embodiments are intended to cover alternatives, modifications and equivalents, which may be included within the spirit and scope of the invention as defined by the appended claims. Furthermore, in the detailed description of the exemplary embodiments, numerous specific details are set forth in order to provide a thorough understanding of the claimed invention. However, it will be understood by those skilled in the art that various embodiments may be practiced without these specific details.

Although the features and elements of the exemplary embodiments are described in the embodiments in particular combinations, each feature or element can be used alone without the other features and elements of the embodiments or in combinations with or without other features and elements disclosed herein.

This written description uses examples to disclose the invention, including the best mode, and also to enable any person skilled in the art to practice the invention, including making and using any devices or systems and performing any incorporated methods. The patentable scope of the invention is defined by the claims, and may include other examples that occur to those skilled in the art. Such other examples are intended to be within the scope of the claims if they have structural elements that do not differ from the literal language of the claims, or if they include equivalent structural elements to the structural elements recited in the literal languages of the claims.