KR20170064584A - Pre-fabrication method for steel reinforcement - Google Patents

Abstract

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a method of assembling a reinforcing net and a device used therein, and more particularly, to a method of assembling a reinforcing net, The present invention relates to a method of assembling a reinforcing net,
A plurality of main ropes each having a coupler coupled to an end thereof by using a jig, a support and a fixing table, and a plurality of hoops and a plurality of hoops connected to the outer circumference of each of the main ropes, In the pre-assembling process of Fig.
A prefabricating assembly process of the reinforcing net;
A process of assembling a connecting reinforcing bar to a connecting coupler by using a reinforcing bar fastener;
And a conveying step of conveying the reinforcing net using a conveying device.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a pre-

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a method of assembling a reinforcing net and a device used therein, and more particularly, to a method of assembling a reinforcing net, The present invention relates to a method of assembling a reinforcing bar net so that it can be conveyed.

Generally, when constructing a high-rise building, concrete is laid on the floor to construct a floor, then a plurality of pillars are placed on the floor, concrete is laid on the floor, and a slab is constructed to construct the building one by one . At this time, a column or beam (hereinafter, referred to as "column") of the building is constructed by embedding a plurality of reinforcing bars in concrete so as to have sufficient durability, vibration resistance, compressive strength and tensile strength.

In order to construct the column, a new reinforcing bar must be connected to each reinforcing bar having an end protruding from the upper surface of the slab. That is, the coupler is coupled to the end of each reinforcing bar located on the upper surface of the slab, A new reinforcing bar is set up on the side of the coupler so that the new reinforcing bar is positioned on the upper side of the coupler by using a crane or by a worker directly. When the coupler is rotated, the end of the new reinforcing bar is inserted into the coupler, And a new reinforcing bar is connected and connected to each reinforcing bar of the slab in this manner.

Thereafter, a plurality of hoops are installed between the upper and lower portions of the reinforcing bars installed on the upper portion of the slab, and then the reinforcing rods and the hoops are combined with each other and the plurality of the rails are combined. Construction of a reinforcing net for construction, that is, a reinforcing net including a plurality of reinforcing bars, a hoop and a stay, is completed.

However, in the conventional reinforcing bar construction, in order to connect the reinforcing bars of the slab to the new reinforcing bars, a crane or an operator directly places new reinforcing bars on the upper portions of the reinforcing bars of the slab, And the new reinforcing bars are connected one by one to each other by rotating the coupler by rotating the coupler in a state where the reinforcing bars are connected to the reinforcing bars, , The cost and the like, and the work efficiency and the workability are deteriorated.

In addition, connecting the hoop and the carpet to each of the above-mentioned reinforcing bars increases the cost of construction due to the addition of a scaffolding structure such as a scaffolding which can be moved or workable as the worker moves, There is a problem in that there is a high risk of a safety accident in which a worker falls due to a carelessness or mistake of an operator or a erroneously installed footstep structure during work at a high place.

In order to solve this problem, Korean Patent Registration No. 10-0863974 'Pre-assembling method of reinforcing net for reinforced concrete column' is interposed, and a plurality of reinforcing bars, that is, a plurality of upper and lower and lower sides, A plurality of hoop rods and tie rods are installed on the outer circumferential surface thereof, and then a reinforcing net in which the hoop rope and the tie rope are joined to each reinforcing bar is assembled by a fastening line (not shown) The reinforcing bar is moved to the place where the net is to be installed and is positioned on the upper side of the mounting reinforcing bar protruding from the upper surface of the bottom concrete. Then, the coupler coupled to the mounting reinforcing bar is rotated so as to move toward the reinforcing bar net, Construction of the network is completed.

However, since the reinforcement bars of the reinforcing bar are coupled by the fastening lines in the pre-assembling method of the reinforcing bar for the conventional reinforced concrete columns, the reinforcing bars of the reinforcing bar are not rotated by the fastening lines, In order to connect the reinforcing bar and the mounting reinforcing bar of the slab, the coupler coupled to the mounting reinforcing bar is rotated to connect the reinforcing bar of the reinforcing bar to the reinforcing bar of the reinforcing bar.

Since the connection between the reinforcing bars of the reinforcing net and the reinforcing bars of the bottom concrete is made by the rotation of the coupler, the crane continues to hold the reinforcing net lifting state until the bonding operation between the reinforcing bars is completed There is a problem that the workability and the work efficiency are deteriorated because a large amount of time, manpower, and cost are required for the construction work of the reinforcing bar network.

When the lengths of the reinforcing bars are different from each other, only a part of the reinforcing bars of the reinforcing bar is fastened to the coupler. Of the reinforcing bars, the short reinforcing bars are not fastened to the coupler, The reinforcing bar can not be coupled with the reinforcing bar having a short length in the reinforcing net by the rotation of the coupler only in the state of the reinforcing bar, so that the overall durability, the vibration resistance, the compressive strength and the tensile strength of the reinforcing bar are lowered.

In addition, since the reinforcing bars are connected to the hoop and the hoist by the fastening lines, when the hoist net is erected with the crane, there is a problem that the entire reinforcing bars are twisted , The twisted reinforcing bar network can not be restored to its original state, so that the reinforcing bars of the reinforcing bar network can not be connected to the reinforcing bars of the floor concrete.

Korean Registered Patent No. 10-0863974 (October 10, 2008)

SUMMARY OF THE INVENTION The present invention has been proposed in order to solve the problems in the prior art as described above, and it is an object of the present invention to provide a pillar structure, The main ropes of the reinforcing bar net conveyed by the crane are moved to the couplers coupled to the main ropes of the slab, and the main ropes of the reinforcing bar are rotated and fastened to the coupler, To easily and easily connect the main rods of the main body of the vehicle.

In addition, since the auxiliary coupler is coupled to the coupler coupled to each main shaft of the slab, the auxiliary coupler can easily guide the main ropes of the reinforcing net to the coupler, and furthermore, The work efficiency and workability of the rebar network can be improved by the separation of the crane lifting the rebar net, and in addition, when the crane is separated, the main rods of the rebar net are rotated, It is possible to combine the main ropes of the reinforcing net and the main ropes of the slab so that the working efficiency and the workability according to the joining work between the main ropes can be improved. There is a purpose.

According to an aspect of the present invention for achieving the above object, the present invention provides a jig, a support, and a fixing table, wherein a plurality of main ropes coupled to a coupler at an end thereof are arranged and a plurality of hoops and a ridge In the pre-assembling process of the reinforcing steel net connecting the main ropes of the reinforcing steel net and the main ropes of the slab,

A prefabricating assembly process of the reinforcing net;

A process of assembling a connecting reinforcing bar to a connecting coupler by using a reinforcing bar fastener;

And a conveying step of conveying the reinforcing net using a conveying device.

In this case,

Coupling a portion of each of the main ropes and the hoops in the reinforcing net so that the main rope is rotatable with a fixing clip;

Coupling an auxiliary coupler to a coupler coupled to each main end of the slab;

Lifting the reinforcing net using a crane to separate the supports and transferring the reinforcing net to each main side of the slab;

Inserting ends of each of the main rods of the reinforcing net into the auxiliary couplers associated with respective main ropes of the slab;

Separating the jig and the fixture from the reinforcing net;

Rotating each of the main rods of the reinforcing net respectively and inserting them into couplers coupled to the main ropes of the slab to connect and connect the main ropes;

And disassembling the auxiliary coupler from the coupled coupler of each main beam.

And the process of assembling the connecting reinforcing bar to the connecting coupler by using the reinforcing fastening device

Placing the conveyed reinforcing structure on the top of the coupler using a cradle;

Fixing the upper part of the cradle by using a fastening block formed in the lower frame of the present invention;

Inserting and fixing the reinforcing bars through the reinforcing bars formed in the upper and lower frames;

Rotating the rotating gear by inserting the rotary tool into a quadrangular groove formed in the protruding portion of the rotating gear;

Rotating the idle gear secured to both sides of the rotating gear, which has received the rotational force of the rotary tool, and rotating the driven gear coupled to the idle gear;

And the driving gear which receives the rotational force through the idle gear includes a step of fixing the reinforcing bar to the coupler by rotating the reinforcing bar inserted and fixed in the reinforcing bar insertion groove of the "U " shape.

In the process of transferring the reinforcing net, a plurality of fixing jigs 6200 as many as the number of reinforcing bars to be conveyed are disposed in the coupling grooves 6140 formed between the base 6110 of the transfer jig 6100 and the upper plate 6120 and the lower plate 6130 ), Respectively;

A plurality of fixing jigs 6200 inserted in the coupling groove 6140 are adjusted to the spacing of the reinforcing bars previously installed on the building site and then the bolts 6110 of the base 6110 on which the fixing jig 6200 is positioned Fixing each of the fixing bolts 6112 to the fixing plate 6111 by tightly pressing the fixing plate 6220 of the fixing jig 6200 toward the side of the locking projection 6121 of the upper plate 6120 of the base 6110,

The fixing bars 6310 of the fixing members 6300 are inserted into the insertion holes 6231 of the fixing holes 6230 protruding from the lower surface of the fixing plate 6210 of the fixing jig 6200 from the fixing jig 6200 Combining;

And moving the transfer jig 6100 by connecting a crane to the connection ring 6114 provided in the connection bracket 6113 of the transfer jig 6100 via a rope.

According to the present invention as described above, since the coupling between the main ropes and the hoop of the reinforcing net to be installed in order to construct the column is made by the fixing clip, the main rods of the reinforcing net, So that the main rods of the reinforcing net are lifted by the crane and the main ropes of the reinforcing net are positioned on the couplers coupled to the main ropes of the slab. Not only can the main ropes of the reinforcing net and the main ropes of the slab be easily and easily connected to each other, but also the loss of time, manpower, cost and the like due to the construction work of the reinforcing net can be reduced and work efficiency and workability can be improved .

Further, by coupling the auxiliary couplers to the couplers coupled to the main ropes of the slab, the main ropes of the reinforcing net are easily and easily guided by the couplers coupled to the main ropes of the slab by the auxiliary coupler, And the crane lifting the reinforcing net is separated from the reinforcing net in a state in which the ends of the reinforcing net are inserted into the auxiliary coupler, The workability is improved.

In addition, since the main rods of the reinforcing bar net are rotated while the crane is separated, the end portions of the main ropes of the reinforcing net are inserted into couplers coupled to the main ropes of the slab, The effect of improving the work efficiency and workability due to the bonding work between the main rods of the reinforcing net and the main ropes of the reinforcing bar net while maintaining the overall durability, the vibration resistance, the compressive strength and the tensile strength of the reinforcing net have.

Since the main ropes and the hoop of the reinforcing net are coupled by the fixing clip, when the reinforcing net is lifted by the crane, the portion of the reinforcing net that joins the main ropes and the hoop is prevented from being twisted, It is possible to prevent the twisting phenomenon. In addition, even if the main ropes and the hoop of the reinforcing bar mesh are twisted in the course of raising the reinforcing bar net, the main ropes can be rotated by the fixing clip, Since the net is restored to its original state, the main ropes of the reinforcing net are accurately positioned on the main ropes of the slab, so that the joining operation between the main ropes is very convenient and easy.

1 is a perspective view showing a reinforcing net according to the present invention.
2 is a front view showing the reinforcing net according to the present invention in a front view.
3 is an exploded perspective view showing a structure for assembling a reinforcing net according to the present invention;
4 is a view showing a state in which a reinforcing net according to the present invention is lifted by a crane;
5 is a view showing a state in which a reinforcing net according to the present invention is positioned above a slab;
Fig. 6 is a view showing a state in which each end of each main end of a reinforcing net according to the present invention is inserted into an auxiliary coupler coupled to each main end of a slab; Fig.
7 is a view showing a state in which a crane and a jig are separated from a fixing table in a reinforcing net according to the present invention.
FIG. 8 is a view showing a state in which the main rods of the reinforcing net are inserted and fastened to the couplers coupled to the ends of the main ropes of the slab by rotating each main rope of the reinforcing net according to the present invention.
9 is a view showing a state in which auxiliary ropes are separated in a state in which main ropes of a reinforcing net according to the present invention and main ropes of a slab are connected and connected;
10 is an exploded perspective view showing a cradle according to the present invention,
11 is an exploded perspective view showing a reinforcing fastening apparatus according to the present invention,
12 is an exploded perspective view showing the fixing device according to the present invention,
13 is a perspective view of a reinforcing bar according to an embodiment of the present invention,
Fig. 14 is a perspective view showing a state where the fixing device and the reinforcing bar fastening device are fastened to the cradle according to the present invention.
15 is a view showing the first embodiment,
16 is a view showing a second embodiment,
17 is a view showing a third embodiment,
18 is an exploded perspective view according to an embodiment of the present invention,
Figure 19 is a perspective view of an embodiment of the present invention,
FIGS. 20 and 21 are exploded perspective views of a principal part according to an embodiment of the present invention,
FIG. 22 is a transfer state diagram according to an embodiment of the present invention; FIG.

The terms and words used in the present specification and claims should not be construed to be limited to ordinary or dictionary meanings, but the inventor may appropriately define the concept of the term to describe its invention in the best way Can be interpreted as a meaning and a concept consistent with the technical idea of the present invention.

It should be noted that the embodiments described in the present specification and the configurations shown in the drawings are merely preferred embodiments of the present invention and do not represent all the technical ideas of the present invention, It should be understood that various equivalents and modifications may be present.

Hereinafter, a method of assembling and transporting a reinforcing net according to the present invention and a device used therefor will be described in detail.

This process is a process of assembling the reinforcing bar to the connecting coupler using the reinforcing bar assembly process and the reinforcing bar assembly device; And a transferring step.

First, the assembling process of the reinforcing net will be described in more detail with reference to FIGS. 1 and 9.

The present invention is characterized in that a plurality of reinforcing bars used for constructing pillars or beams (hereinafter referred to as pillars) of a building or the like are combined with the main rope 1041, the hoop 1042 and the ridge 1043, The reinforcing bar 1040 is assembled on the ground and the reinforcing bar 1040 is transported to a place where the reinforcing bar 1040 is to be installed by using a crane to move the main ropes 1041 of the reinforcing bar 1040 to the upper surface of the slab 1090 So that the protruding main rods 1091 can be easily and easily connected to each other.

The reinforcing bars used for the reinforcing bar 1040 include main rods 1041, hoops 1042 and 1043 which are formed of a thread-like reinforcing bar having a spiral-shaped protrusion on its outer surface and a ring- All reinforcing bars used in construction, civil engineering and the like including reinforcing bars are applicable, and the coupler C to be described later is formed of an inner diameter portion having the same shape as the outer diameter of the reinforcing bars.

In addition, the reinforcing net 1040 can be formed into various shapes such as a rectangular or elliptical columnar shape, an irregular columnar shape, as well as a polygonal columnar shape such as a triangular shape, a pentagonal shape, a hexagonal shape, etc. The shape of the jig 1010 to be described later for assembling the reinforcing bar 1040, the support table 1020 and the fixing table 1030 may be variously formed.

As shown in FIGS. 1 to 3, a jig 1010 is provided for assembling and fabricating the reinforcing net 1040 on the ground. On the upper and lower portions of the jig 1010, (1011a) having a plurality of mounting holes (1011a) in which the main rods (1041) are inserted and mounted so as to support and fix one end.

A fixing bar 1015 is provided on the mounting member 1011 between the mounting holes 1011a to prevent the main bar 1041 from being inserted into the mounting holes 1011a and the inserted main bar 1041 from being detached A plurality of fixing portions 1012 formed with fixing holes 1012a through which the fixing bars 1015 are inserted and removed are formed so that the locking and locking states are released by the fixing shaft 1014a of the fixing device portion 1014 .

A torsion bar 1015 is coupled to a side of the jig 1010 so that the fixing bar 1015 is rotatably coupled with the torsion bar 1015. In addition, The main shaft 1041 is inserted into each mounting hole 1011a on the other side of the jig 1010 opposite to the mounting hole 1013 so that the main shaft 1041 is not detached from each mounting hole 1011a, A fixing device portion 1014 for fixing the fixing bar 1015 inserted into the fixing hole 1012a of the fixture 1012 so as to fix the fixing bar 1015 so as not to be rotated in the opposite direction of the jig 1010, A fixed shaft 1014 for releasing the fixed and fixed state of the fixed bar 1015 while being inserted and detached from the fixed device unit 1014 is coupled.

The jig 1010 is provided with a plurality of main hoops 1041 and a plurality of hoops 1042 that surround the outer circumferential surface of each main hoop 1041 that is coupled to the hoop 1042 and the hoop 1043, A plurality of fixing bolts 1016 for connecting the crane and the jig 1010 are coupled to each other when the reinforcing net 1040 having a columnar shape with a plurality of supports 1043 coupled thereto is transferred to a crane.

A support base 1020 for supporting and fixing the other end of the main muscle 1041 is provided on the upper and lower sides of the support base 1020. A plurality of insertion holes 1020a, Respectively.

A plurality of hooks 1042 provided on the outer circumferential surface of each of the main ropes 1041 of the reinforcing net 1040 and a fixing clip 1080 for joining the portions where the main ropes 1041 meet are provided. As shown in FIG. 1, a locking groove 1081 is formed at the center of the fixing clip 1080 so as to rotatably fit the main frame 1041 in such a manner as to surround the outer circumference of the main frame 1041, And hooking grooves 1082 are formed at both ends of the flange 1080 so as to be hooked on the outer circumferential surface of the hoop 1042, respectively.

The fixing clip 1080 may have a different structure depending on the shape of the reinforcing net 1040, that is, a circular column or a polygonal column, but the fixing clip 1080 may be formed by connecting the main rods 1041 of the reinforcing net 1040 Any structure that can rotate is acceptable.

A coupler (not shown) is attached to the end of each main shaft 1091 of the slab 1090 in order to connect and connect the main shaft 1041 of the reinforcing net 1040 and the main shaft 1091 protruded to the upper surface of the slab 1090, C, that is, a coupler C formed on the inner circumferential surface of the inner diameter portion having a thread of the same shape as that of the screw formed on the outer circumferential surface of the main shaft 1041 is engaged.

The ends of the main rods 1041 provided on the upper and lower sides of the jig 1010 are fixedly supported by the mounting member 1011 of the jig 1010 and the reinforcing rods 1040, The upper end and the lower end of the fixing table 1030 are provided with a main frame 1030 for mounting the main frames 1041 on both sides of the jig 1010, And a plurality of fixing holes 1030a for inserting and fixing the coupler C coupled to the end of the fixing hole 1041 are formed.

A plurality of main ropes 1041 and a plurality of main ropes 1041 of the reinforcing bar 1040 having the hoop 1042 and the ropes 1043 coupled to the main ropes 1091 of the slabs 1090, An auxiliary coupler 1060 is detachably coupled to guide the end portion of the slab 1090 to the coupler C coupled to each main shaft 1091 of the slab 1090. [

5, the auxiliary coupler 1060 guides the insertion position of the ends of the main rods 1041 of the reinforcing net 1040, as well as a part of the main ropes 1041, An engaging groove 1061a is formed on the outer circumferential surfaces of both sides of the main body 1061 and a side wall of the main body 1061 is opened on the opened side of the main body 1061 The cover 1063 is detachably coupled to the main body 1061 so as to enclose the remaining portion of the main body 1041 coupled to the main body 1061. On both sides of the cover 1063, A coupling protrusion 1063a is inserted into the coupling groove 1061a and a coupler C coupled to each main shaft 1091 of the slab 1090 is inserted into the lower portion of the main body 1061, An extension pipe 1062 whose one side is opened is formed so that the container C can be removed have.

A plurality of main beams 1041 are supported between the jig 1010 and the support base 1020 so as to prevent the main beam 1041 having a wide gap between the jig 1010 and the support base 1020 from being pulled downward, The support base 1070 can be installed not only between the jig 1010 and the support base 1020 but also on the rear side of the support base 1020. [ The main rope 1041 may be installed on the rear side of the support rope 11020 to support the main rope 1041 when the main rope 1041 is long.

The jig 1010 and the support base 1020 can be installed on the floor or can be installed at a predetermined height from the floor using a pedestal.

The jig 1010 and the support 1020 are disposed to face each other with a predetermined distance therebetween and then a plurality of reinforcing bars 1040 are formed on the rear upper side of the support 1020, The main beam 1041 is positioned.

The main rope 1041 is inserted into a plurality of insertion holes 1020a formed in the upper portion of the support 1020 and then continuously moved so that a plurality of mounting holes 1020a formed in the mounting member 1011 coupled to the upper portion of the jig 1010 1011a.

A plurality of main ropes 1041 are installed on the upper portion between the jig 1010 and the support rods 1020 and then a plurality of main ropes 1041 are installed from the lower portion of the jig 1010 and the support rods 1020 do.

The fitting protrusion 1015a of the fixing bar 1015 is inserted into the turning portion 1013 coupled to the jig 1010 and then the fixing bar 1015 is rotated toward the jig 1010 to be coupled to the mounting member 1011 The fixing bar 1015 is inserted into the fixing groove 1012a of each fixing portion 1012 and then the fixing shaft 1014a of the fixing device portion 1014 is detached to the outside, The outer surface of the fixing bar 1015 is pressed to fix the fixing bar 1015 so as not to rotate.

The fixing bars 1015 prevent the main rods 1041 provided on the jig 1010 and the supporting rods 1020 from being detached from the mounting holes 1011a of the mounting member 1011, The main rods 1041 are firmly fixed to the upper portion of the jig 1010.

The coupler C is coupled to an end of each main branch 1041 located on the side of the jig 1010 and then a fixing table 1030 is disposed in front of the jig 1010, Couplers 1050 are inserted into fixing holes 1030a formed at the top and bottom of the fixing table 1030 among the fixing holes 1030a, respectively, and fixedly coupled.

When a plurality of main rods 1041 are installed on the upper side of the jig 1010 and the support rods 1020 and the fixing rods 1030 and the plurality of main rods 1041 are arranged on the front and rear sides of the reinforcing bar 1040, A main shaft 1041 is inserted into a plurality of insertion holes 1020a formed on the front surface of the support base 1020 and then the coupler 1050 is coupled to the end of the inserted main shaft 1041 Next, the coupler 1050 is inserted and fixed into a plurality of fixing holes 1030a formed on the front surface of the fixing table 1030, respectively.

A plurality of main ropes 1041 are installed on the entire surface of the support table 1020 and the support table 1030 and then a plurality of main roots 1041 are formed on the back surface of the support table 1020 and the fixing table 1030, The plurality of main rods 1041 are arranged in a columnar shape.

Between the jig 1010 and the support 1020, a plurality of hoops 1042, that is, a plurality of hoops 1042 having a structure in which any one portion is cut out, are formed so as to surround the outer side of each major axis 1041 arranged in a columnar shape. (1042) are spaced apart from each other at regular intervals, and a portion where the main frame (1041) and the FOUP (1042) meet is coupled with a fixing clip (1080).

The outer peripheral surface of the main shaft 1041 is inserted into the coupling groove 1081 of the fixing clip 1080 at a portion where the main shaft 1041 and the FOUP 1042 meet, The hooks 1042 are fixed to the outer circumferential surface of the hoop 1042 by hooking grooves 1082 formed at both ends of the hoop 1042 and the portion where the hoop 1042 meets each other by the fixing clip 1080 in the same manner as described above.

The main rods 1041 fitted into the coupling grooves 81 of the fixing clip 1080 are rotatable so that each main rope 1041 of the reinforcing rope 1040 is connected to each main rope 1091 of the slab 1090 The main rods 1041 of the reinforcing bar 1040 are rotated to easily connect the main ropes 1041 and 1091 to each other.

The reinforcement ribs 1043, which are reinforcement bars for reinforcing the durability, the earthquake resistance, the compressive strength, the tensile strength and the hardness of the columnar reinforcing net 1040 in which the reinforcing rods 1041 and the hoops 1042 are combined, Are installed on the outside or the inside of the reinforcing net 1040 and then fixed to the main ropes 1041 of the reinforcing net 1040 by using the fixing clip 1080. [

When a columnar reinforcing net 1040 having a plurality of main ropes 1041, a hoop 1042 and a ridge 1043 joined together by the jig 1010, the support 1020 and the fixing table 1030 is manufactured , Lift the reinforcing net (40) by using a crane, and set it up in the vertical direction, and transfer it to a place to be constructed.

That is, when a string connected to the crane is connected and fixed to a fixing bolt 1016 coupled to the jig 1010 and the string connected to the crane is raised, the reinforcing bar 1040 is raised as shown in FIG. 4, The reinforcing net 1040 is separated from the bottom of the reinforcing net 1040 by a predetermined height, and then the reinforcing net 1040 is separated from the reinforcing net 1040 and is transported to a place to be constructed.

As a method for lifting and transporting the reinforcing bar 1040, a lifting device having various structures including a crane may be used to lift the reinforcing bar 1040 by using the combined rope and the lifting bar of the lifting device. The apparatus and structure for lifting and transporting the reinforcing net 1040 are variously available and usable.

The ends of the main ropes 1041 of the reinforcing net 1040 located on the opposite side of the jig 1010 to be transported by the crane are connected to the main ropes 1010 protruding from the slab 1090 1091).

At this time, a coupler C is coupled to the ends of the main rods 1091 on the side of the slab 1090 to connect the main ropes 1041 to the main ropes 1091, The respective main rods 1041 of the reinforcing bar 1040 are connected to the couplers 1010 coupled to the main rods 1091 on the side of the slab 1090 by the auxiliary coupler 1060, C and the guided main ropes 1041 are connected to the main ropes 1091 on the side of the slab 1090 by couplers C, respectively.

6, the coupler C is coupled to each of the main rods 1091 on the side of the slab 1090, the coupler C is inserted into the extension pipe 1062 of the auxiliary coupler 1060, The end of the main rope 1040 of the reinforcing bar 1040 is inserted into the inside of the main body 1061 formed on the upper portion of the reinforcing bar 1020 and the cover 1063, Is guided to the coupler (C) side coupled to each main shaft 1091 of the slab 1090.

When the main rods 1041 of the reinforcing bar 1040 are inserted into the auxiliary coupler 1060, the jig 1010 and the fixing rods 1030 as well as the reinforcing bar 1040 are removed from the reinforcing bar 1040 as shown in FIG. Remove the lifting crane.

8, the end of the main shaft 1041 is rotated in the coupler C coupled to the main shaft 1091 of the slab 1090, And is fastened.

The main shaft 1041 of the reinforcing bar 1040 is rotated and inserted into the coupler C coupled to each main shaft 1091 of the slab 1090 in the same manner as described above, A reinforcing net 1040, which is a reinforcing structure of a column to be used, is installed.

In other words, since each main shaft 1041 of the reinforcing bar 1040 is rotatably coupled by the fixing clip 1080, the main shaft 1041 is inserted into the fixing groove 1081 of the fixing clip 1080 The ends of the main rods 1041 are inserted into the couplers C coupled to the main rods 1091 of the slabs 1090 and are fastened by the couplers C Since the main rope 1041 and the main ropes 1091 of the slab 1090 are connected to each other, the reinforcing rope 1040 is installed on the upper surface of the slab 1090.

When the main rods 1091 of the slabs 1090 and the main ropes 1041 of the reinforcing ropes 1040 are connected and coupled by the coupler C to provide the reinforcing ropes 1040, The auxiliary coupler 1060 is separated from the coupler C coupled to the respective main roots 1041 of the reinforcing net 1040 and the respective main rods 1091 of the slabs 1090.

That is, after the cover 1063 is slid upwardly from the main body 1061 of the auxiliary coupler 1060 and separated from the open surface of the main body 1061 and the open surface of the extension pipe 1062, The main coupler 1041 of the slab 1040 and the coupler C coupled to each major axis 1091 of the slab 1090 are removed to separate the auxiliary coupler 1060.

Therefore, a columnar reinforcing net 1040 having a plurality of main ropes 1041, a hoop 1042 and a stay 1043 is installed on the upper surface of the slab 1090, which is a position for mounting the column.

That is, by arranging a plurality of main ropes coupled to the ends of the main ropes by using the jig, the support rods and the rods, and connecting the main roots of the main roots and the slabs of the rope net, In the pre-assembling method of reinforcing net,

Coupling a portion of each of the main ropes and the hoops in the reinforcing net so that the main rope is rotatable with a fixing clip;

Coupling an auxiliary coupler to a coupler coupled to each main end of the slab;

Lifting the reinforcing net using a crane to separate the supports and transferring the reinforcing net to each main side of the slab;

Inserting ends of each of the main rods of the reinforcing net into the auxiliary couplers associated with respective main ropes of the slab;

Separating the jig and the fixture from the reinforcing net;

Rotating each of the main rods of the reinforcing net respectively and inserting them into couplers coupled to the main ropes of the slab to connect and connect the main ropes;

And disassembling the auxiliary coupler from the coupled couplers of the respective main rods

10 to 17, the present invention relates to a process (S1) of connecting a connecting reinforcing bar of 25 kg or less, which can be carried and handled by a worker, to a foundation reinforcing bar using only a cradle and a reinforcing bar fastening device, and; A step (S2) of connecting a connecting reinforcing bar of 15 kg or more to the foundation reinforcing bar using a separate fixing device; (S3) connecting more than 25 kg or more connecting reinforcing bars to the foundation reinforcing bars by using a reinforcing conveying device and a crane.

The cradle 2000 can easily and quickly connect reinforcing bars through a cradle 2000 having a specific structure in connecting a pair of reinforcing bars through a tubular coupler C in a reinforced concrete structure .

That is, the reinforcing bar connection work in the reinforced concrete structure using the cradle 2000 is performed by screwing a coupler C onto the upper end of one of the reinforcing bars having a thread on the outer circumferential surface thereof and attaching the coupler C to a cradle 2000), it is possible to temporarily connect the other reinforcing bars to the reinforcing bars, and then to easily perform the connecting operation.

To this end, the reinforcement connecting stand according to the present invention is characterized in that the coupler mounting part 2012 having a specific structure, the reinforcing bar inserting part 2020 and the supporting part 2040 are formed as an integrated body, The detachable portion 2030 is configured to be provided in a selectively coupled and detachable structure.

      First, the coupler mounting part 2012 is formed in a substantially tubular shape having an opening 2014 along one side thereof along one side thereof, and is fixed on the outer circumferential surface of the coupler C screwed to one of the ends of the reinforcing bar And the diameter of the inner circumferential surface of the coupler mounting part 2012 is made to have a size corresponding to the diameter of the outer circumferential surface of the coupler C. [

      One side of the upper surface of the coupler mounting part 2012 forms a seating part 2016 which serves as a seating point when the detachable part 2030 is engaged.

      The reinforcing bar inserting portion 2020 is configured to have a substantially semicircular planar shape and integrally formed so as to have a predetermined height from the upper surface of the coupler mounting portion 2012. [

      The support portion 2040 is formed in a substantially ring shape having a guide portion 2042 formed in a longitudinal direction toward a point where the detachable portion 2030 is positioned and is fastened with bolts 2044 on the outer circumferential surface of the reinforcement portion 2020 And is provided to support the detachable portion 2030 when the detachable portion 2030 is engaged.

      The guide part 2042 formed on the support part 2040 guides the movement of the grip part 2032 when the detachable part 2030 is engaged with the support part 2040. In the embodiment of the present invention, A pair of bolts 2044 penetrate through the support portion 2040 and are firmly fixed to each other as they are fastened to the reinforcing bar insertion portion 2020 in a state of being closely attached to the outer peripheral surface of the reinforcing bar insertion portion 2020. [

      Reference numeral 46 denotes a bolt fastening hole drilled in the support portion 2040 for fastening the pair of bolts 2044.

      The detachable portion 2030 has a semi-circular shape corresponding to the shape of the reinforcing bars 2020 and is disposed at an open portion of the reinforcing bars 2020, So that another reinforcing bar to be connected can be temporarily installed in a tubular inner space.

      A handle 2032 is protruded from the center of the outer circumferential surface of the detachable portion 2030 so that the detachable portion 2030 is inserted into the guide portion 2040 of the support portion 2040 while the operator holds the handle 2032. [ Down direction within the reinforcing bar insertion portion 2042 so as to be selectively positioned at the open portion of the reinforcing bar insertion portion 2020.

      At this time, the grip portion 2032 is formed through a bolt passing through the body of the detachable portion 2030, and the bolt is selectively rotated so that an end of the bolt is rotated around the outer peripheral surface of the reinforcing bar 2020 So that it is possible to prevent the rebar from being freely dislodged and flowed in the process of separating the jig (not shown) or the like conveying the reinforcing bar.

The diameter of the inner circumferential surface of the tubular shape formed by abutting the reinforcing bar insertion portion 2020 and the detachable portion 2030 is set to be smaller than the diameter of the inner circumferential surface of the coupler mounting portion 2012, Can be easily guided to the coupler (C) side.

Next, the operation of the present invention as described above will be described in detail as follows.

In connecting the reinforcing bars using the cradle according to the present invention, the lower portions of the couplers C are fastened to the upper ends of the plurality of reinforcing bars installed to form the reinforced concrete structures, And the coupler mounting portion 2012 of the cradle 2000 is engaged.

At this time, the upper end of the coupler C is inserted until it abuts the lower end of the reinforcing bar insertion part 2012 of the cradle 2000, and the inserted state thereof is transmitted to the coupler mounting part 2012 It is possible to easily confirm it via the display 214.

After the cradle 2000 is coupled to the coupler C, the detachable portion 2030 is brought into contact with the reinforcing rod insertion portion 2020 of the coupler C so that the reinforcing rod insertion portion 2020 and the detachable portion 2030) are in the form of a tube, and another reinforcing bar for connection can be inserted.

At this time, the detachable portion 2030 is fixed to the guide portion 2042 formed on the support portion 2040 such that the lower end of the detachable portion 2030 is seated on the upper surface of the coupler mounting portion 2012 The body having a substantially semicircular planar surface thereof is brought into mutual contact with the body of the reinforcing bar insertion portion 2020 having a semicircular shape, So that it can be firmly supported and fixed through the support portion 2040. [

Thereafter, the reinforcing bars to be connected are transferred using a crane (not shown) or the like, and the reinforcing bars are placed inside the tubular body formed through the reinforcing bar insertion portion 2020 and the detachable portion 2030, Separate.

At this time, the reinforcing bars in the shape of a tube formed through the reinforcing bar insertion portion 2020 and the detachable portion 2030 can be naturally guided to the upper side of the coupler C built in the coupler mounting portion 2012, Thus, the operator can smoothly connect the lower end of the reinforcing bar to the upper portion of the coupler C while rotating the reinforcing bar.

After the connecting operation of the pair of reinforcing bars is completed through the coupler C, the detachable portion 2030 of the cradle 2000 is separated by moving the pull portion 2032 upward, The entire body is lifted upward from the coupler C so that the open part 2014 of the coupler mounting part 2012 and the guide part 2042 of the support part 2040 The holder 2000 can be completely separated.

The structure of the fixing device 4000 will be described as follows.

A fixing part 4300 formed in a semicircular shape and seated on the upper part of the cradle, a fixing part 4300 formed in a semicircle shape and slidingly coupled to the fixing part to fix the fixing part to the cradle, And a rotating portion 4500 for allowing the connecting reinforcing bars to stand upright.

The fixing part 4300 is slid and fastened to the coupling groove 4110 provided in the seating part 4100 using a coupling block 4310 provided at one side

The rotation part 4500 is fastened to the fastening piece 4330 provided at one side of the fixing part by a hinge 4530 using a flange 4510 provided at one side.

At this time, a reinforcing bar separation preventing ring 4550 is fastened to the upper part of the rotation part 4500 to prevent the reinforcing bars from being separated.

Hereinafter, the reinforcing bar connection process will be described.

≪ Embodiment 1 >

A method (S1) of connecting a connecting reinforcing bar of 25 kg or less, which can be carried and handled by an operator, to a foundation reinforcing bar using only a cradle and a reinforcing bar;

Mounting step (S1-1) on the upper part of the connecting coupler;

(S1-2) placing a connecting reinforcing bar of 25kg or less in the interior of the cradle;

(S1-3) of fastening the reinforcing bar fastening device to the upper part of the cradle;

(S1-4) assembling the connecting reinforcing bar to the connecting coupler by using the reinforcing bar fastening device;

(S1-5) of separating the reinforcing bar fastening device and the stand.

≪ Embodiment 2 >

A method (S2) in which 15 kg or more of connecting reinforcing bars are connected to the foundation reinforcing bars using a separate fixing device;

Mounting step (S2-1) on top of the connecting coupler;

A step S2-2 of installing a fixing device on the upper part of the cradle;

A step (S2-3) of inserting 15 kg or more of connecting reinforcing bars into the rotating part of the fixing device and then uprighting them;

A step (S2-4) of fastening the reinforcing bar fastening device to the upper portion of the fixing device;

(S2-5) assembling the connecting reinforcing bar to the connecting coupler by using the reinforcing bar fastening device;

(S2-6) of separating the reinforcing bar fastening device, the fixing device, and the stand.

≪ Third Embodiment >

(S3) connecting more than 25 kg or a plurality of connecting reinforcing bars to a foundation reinforcing bar using a reinforcing conveying device and a crane;

A mounting step (S3-1) of mounting the upper part of the connecting coupler;

(S3-2) of inserting a plurality of connecting reinforcing bars into a connecting coupler by using a crane after fastening the connecting reinforcing bars to a reinforcing bar conveying device of 25 kg or more;

A step (S3-30) of fastening the reinforcing bar fastening device to the upper part of the stand;

(S3-4) assembling the connecting reinforcing bar to the connecting coupler by using the reinforcing bar fastening device;

(Step S3-5) of separating the reinforcing bar fastening device, the cradle, and the reinforcing bar conveying device.

As shown in FIG. 11, the reinforcing bar fastening device 3000 is fastened to an upper portion of a fastening bar fastened and fixed to a reinforcing bar so that the reinforcing bar can be easily fastened to a coupler. A lower frame 3100 on which the lower frame 3100 is formed; A gear group 3300 fastened to the upper surface of the lower frame; And an upper frame 3500 which is located at an upper portion of the gear group and is fastened to the lower frame and in which a reinforcing bar insertion groove 3510 is formed to insert a reinforcing bar.

The lower frame 3100 is fastened to the upper part of the cradle 4000 fastened and fixed to the reinforcing bars so that the reinforcing bars can be easily fastened to the coupler C. The lower frame 3100 is formed with a fastening block 3110 at the lower part so as to be fastened to the cradle , And a reinforcing bar insertion groove 3111 of a "U " shape is formed on one side of the fastening block 3100 so as to insert a reinforcing bar.

A plurality of fastening holes 3130 are formed on the upper portion of the lower frame 3100 so as to fasten and fasten a group of gears 3300 for fastening the reinforcing bars to the coupler by rotating the reinforcing bars. 3500 are fastened and fixed.

The gear group 3300 is fastened and fixed to a fastening hole 3130 provided on the upper surface of the lower frame 3100 so as to be able to be fastened to the coupler by rotating the reinforcing bar, A pair of idle gears 3330 that are coupled to both sides of the driving gear and rotate the rotating gear 3350 that rotates and rotate the reinforcing bars, And a turning gear 3350 having a reinforcing bar insertion groove 351 of "U" shape for inserting a reinforcing bar so that the reinforcing bar can be rotated by the transmitted rotational force to be fastened to the coupler.

The upper and lower frames 3100 and 3500 are inserted and fixed in the fastening holes 3130 and 3530 formed in the upper and lower frames 3100 and 3500 with protrusions 3311, So that it can be prevented from being detached from the apparatus.

The bearing 3700 may be fastened to the protrusions 3311, 3331, and 3353 to maximize the rotational force.

At this time, the projecting portion 3311 of the rotation gear 3310 is formed with a quadrangular groove 3311-1 so as to be coupled to the rotary tool to receive the rotational force of the rotary tool.

The upper frame 3500 is fastened to the lower frame 3100 to prevent the group of gears 3300 from being separated from the outside. A reinforcement groove 3510 of a "U " Respectively.

In addition, a plurality of fastening holes 3530 are formed in the lower portion to fasten and fasten the group of gears 3300 for fastening the reinforcing bars to the coupler by rotating the reinforcing bars, A plurality of fixing holes 3550 are provided.

The process of assembling the connecting reinforcing bars to the connecting coupler using the reinforcing fastening device is as follows.

The conveyed reinforced structure is placed on the upper part of the coupler by using a cradle.

Thereafter, the upper portion of the cradle is fixed by using the fastening block formed in the lower frame of the present invention.

At this time, the reinforcement bars are inserted and fixed through the reinforcement grooves formed in the upper and lower frames.

Then, the rotary tool is inserted into a quadrangular groove formed in the protruding portion of the rotary gear to rotate the rotary gear.

The rotating gear, which receives the rotational force of the rotary tool, rotates the idle gear fastened to both sides, and the idle gear rotates the driving gear fastened to the outside.

 The driving gear, which receives the rotational force through the idle gear, rotates the reinforcing bars inserted and fixed in the "U" shaped reinforcing bar insertion grooves and fixes the reinforcing bars to the coupler.

The reinforcing bar conveying apparatus 6000 according to an embodiment of the present invention includes a conveying jig 6100, a fixing jig 6200, and a fixing member 6300 as shown in Figs. 18 to 22.

The transfer jig 1600 includes a vertical plate base 6110 and an upper plate 6120 and a lower plate 6130 vertically protruded from the lower surface of the base 6110 at a predetermined interval, .

A plurality of bolt holes 6111 are formed in the base 6110 so as to be spaced apart from each other at regular intervals, and a fixing bolt 6112 is screwed to the bolt hole 6111.

The bolt hole 6111 is formed in the base 6110 between the upper plate 6120 and the lower plate 6130 and the fixing bolt 6112 is fastened to the bolt hole 6111 to feed the fixing jig 6200, And fixed on the jig 6100.

A connection bracket 6113 protrudes from one side of the upper end of the base 6110 and a connection hook 6114 is connected to the connection bracket 6113 through a rope.

A locking protrusion 6121 protrudes from the lower end of the lower surface of the upper plate 6120 and an engaging groove 6140 is formed between the upper plate 6120 and the lower plate 6130 by the locking protrusion 6121. [ Is formed.

Each of the fixing jigs 6200 is slidably coupled to the coupling groove 6140 and the fixing jig 6200 is fixed to the upper plate 6110 by the fixing bolts 6112 fastened to the bolt holes 6111 of the base 6110 6120, and is fixed thereto.

A fixing member fixing jig 6131 for fixing a fixing member 6300 coupled to a fixing jig 6200 to be described later is formed on one side of the lower surface of the lower plate 6130.

A fixing bar fixing jig 6133 for fixing the fixing bar 6310 of the fixing member 6300 is formed on the lower surface of the lower plate 6130 at the other side.

The fixing jig 6200 is formed in a "C" shape corresponding to the coupling groove 6140 formed between the upper plate 6120 and the lower plate 6130 of the base 6110, do.

A plurality of fixing jigs 6200 can be slidingly coupled to the coupling grooves 6140 of the base 6110 and the plurality of fixing jigs 6200 coupled to the base 6110 are spaced apart from each other by a predetermined distance, And is fixed by a fixing bolt 6112 fastened to the base plate 6111.

The fixing jig 6200 includes a flat plate 6210 and a latch plate 6220 vertically protruding from one end of the upper surface of the fixing plate 6210.

The fixing plate 6210 protruding from the upper plate 6120 and the lower plate 6130 of the base 6110 is formed with a mounting hole 6211 having a diameter capable of inserting a reinforcing bar, Quot; U "-shaped inwardly at the end of the first and second openings 6210 and 6210, respectively.

A fixing bolt 6112 fastened to the bolt hole 6111 of the base 6110 is abutted against the rear surface of the retaining plate 6220 and the front surface of the retaining plate 6220 is fastened with a fixing bolt 6112 And is tightly fixed to the portion 6121 side.

A pair of coupling holes 6230 projecting away from each other with a mounting hole 6211 therebetween is formed in the lower end of the fixing plate 6210 and a fixing member 6300 Is inserted and coupled with the insertion hole 6231 is formed.

The fixing member 6300 includes a fixing bar 6310 for preventing the reinforcing bar from separating from the fixing jig 6200; A support bar 6333 which is inserted into the body and prevents the reinforcing bar from being separated from the fixing jig 6200, and a support bar 6333 which is fastened to the outside of the support bar, A cap 6337 for preventing the support bar and the spring from separating from the body and a support member 6330 composed of a wire 6339 fastened to one end of the support bar to move the support bar back do.

The fixing bar 6310 is coupled across the plurality of fixing jigs 6200 through the fixing holes 6230 of the fixing jig 6200 to be inserted into the mounting holes 6211 of the fixing plate 6210 of the fixing jig 6200 So that the reinforcing bars can be prevented from being released to the opening of the mounting hole 6211. [

One end of the fixing bar 6310 is coupled to the fixing bar fixing jig 6133 by a hinge 6311 and is rotated with the hinge as a starting point according to the backward movement of the supporting bar 333 to release the restraint of the bar.

At this time, an impact buffering member may be further provided at one end of the fixing bar 6310 so as to alleviate the impact of the fixing bar fixing jig 6133 when the fixing bar 6310 is rotated.

And a wire 6315 is further provided at the other end to prevent a safety accident from occurring due to the fixing bar so as not to be rotated by 95 to 120 ° when it is rotated.

The supporting member 6330 is fastened and fixed to the lower portion of the fixing member fixing jig 6131 of the transferring jig to support the fixing bar from the lower portion. When the supporting bar inserted in the body is pulled by the wire,

Thereafter, when the wire 6339 is released, the supporting bar becomes a battery due to the restoring force of the spring 6335.

The rear surface of the cap 6337 is further provided with a pulley 6337-1 so that the wire can be pulled more easily than when pulled from the ground.

The reinforcing bar inserted into the mounting hole 6211 of the fixing plate 6210 of the fixing jig 6200 is screwed to the end of the reinforcing bar and the coupler C is screwed to the fixing plate The coupler C can be prevented from penetrating the mounting hole 6211 when the reinforcing bar is inserted into the mounting hole 6211 so that the reinforcing bar can be inserted into the mounting hole 6211 of the fixing plate 6210 6211 in a state of being hooked.

The operation of the above-described reinforcing bar conveying apparatus of the present invention will be described.

A plurality of fixing jigs 6200 are inserted into the coupling grooves 6140 formed between the base 6110 of the transfer jig 6100 and the upper and lower plates 6120 and 6130 by the number of reinforcing bars to be transferred, Respectively.

Thereafter, a plurality of fixing jigs 6200 inserted in the coupling groove 6140 are adjusted to the spacing of the reinforcing bars previously installed on the building site, and then the angle of the base 6110 on which the fixing jig 6200 is positioned The respective fixing bolts 6112 are fastened to the bolt holes 6111 so that the retaining plate 6220 of the fixing jig 6200 is pressed and fixed to the side of the engaging projection 6121 of the upper plate 6120 of the base 6110.

The coupler C is screwed to the mounting hole 6211 of the plurality of fixing jigs 6200 fixed to the coupling groove 6140 of the conveying jig 6100 as described above, And inserted into the mounting hole 6211 until it is engaged.

The fixing bar 6310 of each fixing member 6300 is inserted into the insertion hole 6231 of the fixing hole 6230 protruding from the lower surface of the fixing plate 6210 of the fixing jig 6200 from the fixing jig 6200 The lower end of the fixing bar 6310 is supported by the supporting bar 6333 of the supporting member 6330 so that the rotation of the fixing bar 6310 becomes impossible so that the fixing member 6300 is fixed to the plurality of fixing jigs 6200), so that it is possible to prevent any accidental departure, thereby preventing a safety accident in the case of conveying the reinforcing bars in advance.

Thereafter, the transfer jig 6100 is moved by connecting a crane to the connection hook 6114 of the transfer jig 6100 via a rope, thereby moving a large amount of the reinforcing bars easily to a desired place at a time A large amount of the rebar moved in this way is moved in a state in which the gap is adjusted in accordance with the spacing of the reinforcing bars installed on the construction site, so that the reinforcing bars moved through the coupler C can be easily But can be fastened by screws.

2000: Cradle 3000: Reinforcing fastener
4000: Fixing machine 6000: Reinforcement device

Claims (5)

A plurality of main ropes each having a coupler coupled to an end thereof by using a jig, a support and a fixing table, and a plurality of hoops and a plurality of hoops connected to the outer circumference of each of the main ropes, In the pre-assembling process of Fig.
A prefabricating assembly process of the reinforcing net;
A cradle assembly process for connecting the cradle to the main frame;
A process of assembling a connecting reinforcing bar to a connecting coupler by using a reinforcing bar fastener;
And a conveying step of conveying the reinforcing net using a conveying device.
The method of claim 1,
In the assembly process of the cradle, the lower portion of the coupler C is fastened to the upper ends of the plurality of reinforcing bars installed to form the reinforced concrete structure, and then the coupler C is fastened to the coupler mounting portion 2012 of the cradle 2000 );
After the cradle 2000 is coupled to the coupler C, the detachable portion 2030 is brought into contact with the reinforcing rod insertion portion 2020 of the coupler C so that the reinforcing rod insertion portion 2020 and the detachable portion 2030 So that the other reinforcing bars can be inserted for connection.
A reinforcing bar to be connected is transferred using a crane (not shown), and the reinforcing bars are placed inside a tubular body formed through the reinforcing bar insertion portion 2020 and the detachable portion 2030, and SEKARp ;
After the connecting operation of the pair of reinforcing bars via the coupler C is completed, the detachable portion 2030 of the cradle 2000 is separated by moving the handle 2032 upward, and the cradle 2000 ) Lifting the entire body upwards and releasing it from the coupler (C);
And completely separating the cradle 2000 from the reinforcing bars connected to each other by using the opening portion 2014 of the coupler mounting portion 2012 and the guide portion 2042 of the supporting portion 2040. [
The method of claim 1,
The assembling process of the reinforcing net
Coupling a portion of each of the main ropes and the hoops in the reinforcing net so that the main rope is rotatable with a fixing clip;
Coupling an auxiliary coupler to a coupler coupled to each main end of the slab;
Lifting the reinforcing net using a crane to separate the supports and transferring the reinforcing net to each main side of the slab;
Inserting ends of each of the main rods of the reinforcing net into the auxiliary couplers associated with respective main ropes of the slab;
Separating the jig and the fixture from the reinforcing net;
Rotating each of the main rods of the reinforcing net respectively and inserting them into couplers coupled to the main ropes of the slab to connect and connect the main ropes;
And disassembling the auxiliary coupler from the coupled couplers of the main rods. The reinforcing net assembling method according to claim 1,
The method of claim 1,
The process of assembling the connecting reinforcing bars to the connecting coupler using the reinforcing bar fastening device
Placing the conveyed reinforcing structure on the top of the coupler using a cradle;
Fixing the upper part of the cradle by using a fastening block formed in the lower frame of the present invention;
Inserting and fixing the reinforcing bars through the reinforcing bars formed in the upper and lower frames;
Rotating the rotating gear by inserting the rotary tool into a quadrangular groove formed in the protruding portion of the rotating gear;
Rotating the idle gear secured to both sides of the rotating gear which receives the rotational force of the rotary tool, and rotating the driven gear coupled to the idle gear;
Wherein the driving gear which receives the rotational force through the idle gear includes a step of fixing the reinforcing bar to the coupler by rotating the reinforcing bar inserted and fixed in the reinforcing bar insertion groove of the "U"
The method of claim 1,
A plurality of fixing jigs 6200 are fixed to the coupling grooves 6140 formed between the base 6110 of the transfer jig 6100 and the upper plate 6120 and the lower plate 6130 by the number of reinforcing bars to be transferred, Respectively;
A plurality of fixing jigs 6200 inserted in the coupling groove 6140 are adjusted to the spacing of the reinforcing bars previously installed on the building site and then the bolts 6110 of the base 6110 on which the fixing jig 6200 is positioned Fixing each of the fixing bolts 6112 to the fixing plate 6111 by tightly pressing the fixing plate 6220 of the fixing jig 6200 toward the side of the locking projection 6121 of the upper plate 6120 of the base 6110,
The fixing bars 6310 of the fixing members 6300 are inserted into the insertion holes 6231 of the fixing holes 6230 protruding from the lower surface of the fixing plate 6210 of the fixing jig 6200 from the fixing jig 6200 Combining;
And moving the transfer jig 6100 by connecting a crane to the connection ring 6114 provided on the connection bracket 6113 of the transfer jig 6100 via a rope,

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