JPH09125370A - Reinforcing steel installation device - Google Patents

Abstract

PROBLEM TO BE SOLVED: To facilitate carrying works in a construction site. SOLUTION: A plurality of installation legs 60 are provided in the circumference of a frame main body 6a via a beam unit 62 and the beam unit 62 comprises a beam main body 62a which connects respective installation legs 60 to the frame main body 6a, and a reinforcing plate member 63 detachably provided to the beam main body 62a so as to reinforce the beam main body 62a. A main reinforcement arrangement means 70 is provided on the frame main body 6a, a plurality of main reinforcement arrangement parts are so provided around the main reinforcement means 70 that the main reinforcements 37a can be vertically guided respectively, a bottom frame 9 is provided in the bottom of the main reinforcement arrangement means 70 so as to vertically move, a main reinforcement end holding part 31 is so provided in the bottom frame 9 as to be matched to the main reinforcement arrangement part, and an elevating device 54 is so provided in the frame main body 6a that the bottom frame 9 is vertically moved, driven, and freely positioned.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar erection device suitable for application when constructing deep foundation piles by using cast-in-place concrete.

[0002]

2. Description of the Related Art When building a reinforcing bar for reinforcing concrete piles in a vertical hole, there is a reinforcing bar building device that can build a reinforcing bar in a small space without the need for a large crane or truck. It is desired, and as an example,
There is a reinforcing bar building device disclosed in Japanese Patent Application No. 7-216877.

[0003]

By the way, when the weight and size of such a reinforcing bar building device during transportation are made as small as possible, for example, when the construction site is in a mountainous area, the reinforcing bar building device is the same. It is desirable to make it as easy as possible to carry in the work to the site. Therefore, in view of the above circumstances, the present invention provides a reinforcing bar erection device that can be carried into a work site as easily as possible.

[0004]

That is, the first aspect of the present invention is to provide a vertical hole (3) dug down from the ground (2a).
In the reinforcing bar building device (5) used when building a reinforcing bar assembly (37) for concrete reinforcement by a plurality of main reinforcing bars (37a) and distribution bars (37b), a frame body (6a) is provided. , A plurality of installation means (60) are provided around the frame body (6a) via connection beam members (62), and the connection beam member (62) is provided with the installation means (60) and the frame. A beam member main body (62a) connecting between the main body (6a) and the beam member main body (62)
a) is a reinforcing member (63) detachably provided to reinforce the beam member body (62a), and main frame arrangement means (70) is provided on the frame body (6a). The muscle means (70) has a plurality of main muscle guide portions (71, 71).
X) is provided so as to guide the main bar (37a) in the vertical direction, and a main bar holding means (9) is provided below the main bar arranging means (70) so as to be movable in the vertical direction. The means (9) is provided with a main bar end holding portion (31), and the main bar guide means (71, 71X) of the main bar arrangement means (70).
The frame main body (6a) is provided with an elevating device (54) and the main bar holding means (9) so as to be vertically movable and positionable.

A second invention of the present invention is the reinforcing bar building apparatus (5) according to the first invention, wherein the connecting beam member (62) is a plate arranged with its longitudinal direction of its cross section facing up and down. It consists of a member.

A third aspect of the present invention is the ground (2
In the vertical hole (3) dug down from a), a plurality of main bars (3
7a) and a reinforcing bar (37b) are used for building a reinforcing bar assembly (37) for concrete reinforcement, the reinforcing bar building device (5) having a frame (6), wherein the frame (6) is A main bar arrangement means (70) is provided, and a plurality of main bar guide portions (71, 71) are provided in the main bar arrangement means (70).
X) is provided so that the main bars (37a) can be respectively guided in the vertical direction, and a winch unit (53) that can reel out and wind the wire (11) on the frame (6), and the winch unit. A wire supporting means (44) to which the wire (11) from the (53) is connected is provided, and a hanging pulley storage space (65) is provided below the wire supporting means (44) of the frame (6). It is formed so as to pass through in the up-down direction, and the hanging pulley (10) is attached to the wire (11), and the hanging pulley is accommodated by the winch unit (53) and the wire supporting means (44). The space between the space (65) and the lower part of the frame (6) is hung vertically so that it can be driven up and down, and the hanging movable pulley (10).
The main bar holding means (9) is suspended in the main bar holding means (9), and the main bar end holding part (31) corresponds to the main bar holding part (9) and the main bar guide part (71, 71X) of the main bar arranging means (70). Formed and configured.

A fourth aspect of the present invention is the reinforcing bar building apparatus (5) according to the third aspect, wherein the winch unit (53) has a wire drum (56). 56), two wire winding portions (56b, 56b) are formed in parallel in the direction of the rotation axis (KJ) of the wire drum (56). Is provided such that the starting end side and the terminating end side of the wire (11) can be respectively unwound and wound, and the wire (11) of each wire winding portion (56b) is the hanging pulley ( At the time of storing 10) in the hanging pulley storage space (65), the wire (1
The winding position (KD) of 1) is the wire drum (53).
It is wound so that it goes inward.

A fifth aspect of the present invention is the reinforcing bar building apparatus (5) according to the fourth aspect, wherein the wire drum (53) has the two wire winding portions (56).
The partition part (56a) is provided in the form of partitioning b, 56b).

The numbers and the like in parentheses indicate the corresponding elements in the drawings for convenience, and therefore, the present description is not limited to the description on the drawings. The same applies to the following operation columns.

[0010]

With the above-described structure, in the first aspect of the present invention, the reinforcing member (63) is attached to the beam member main body (62) when carrying the reinforcing bar building device (5) to the site (1).
Remove from a and transport separately.

In the second aspect of the present invention, the connecting beam member (62) has a structure that maintains its strength as much as possible,
Its horizontal thickness is minimized.

Further, in the third aspect of the present invention, when the reinforcing bar erection device (5) is carried, the hanging pulley (10) is placed in the hanging pulley storage space (65). Transport in the stored condition, and therefore in the most compact condition possible.

In the fourth aspect of the present invention, the starting end side and the terminating end side of the wire (10) are separately wound around the two wire winding portions (56b, 56b).

Further, in the fifth aspect of the present invention, it is possible to prevent the wire (11) of the one wire winding portion (56b) from being mistakenly wound around the other wire winding portion (56b). It

[0015]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a partially cutaway perspective view showing a state of a pile construction site where a reinforcing bar erection work is being carried out using an example of a reinforcing bar erection device according to the present invention, and FIG. 3 is a perspective view showing the vicinity of a beam unit of the reinforcing bar building device shown in FIG.
Is a side view showing the frame of the reinforcing bar building device shown in FIG. 1, FIG. 4 is a view taken in the direction of arrow I in FIG. 3, and FIG. 5 is an enlarged view taken in the direction of arrow IV of the upper gauge disc shown in FIG. 6 is a cross-sectional view taken along line X1-Y1 of FIG. 3, FIG. 7 is an enlarged view of the lower gauge disc shown in FIG. 6, FIG. 8 is a schematic view showing the relationship between the wire drum and the pulley, and FIG. X2-Y2 line sectional view of 3,
10 is a view showing the lower frame frame mounted on the bottom of the hole, FIG. 11 is an enlarged cross-sectional view showing the lower frame frame mounted on the bottom of the hole, and FIG. 13 (a) to 13 (c) are views showing the procedure of installation work of the force distribution muscles, and FIG. 14 shows a state in which the pulley is stored in the frame shown in FIG. Figure shown, FIG.
FIG. 16 is a diagram showing a lower gauge disc configured in another form, FIG. 16 is a diagram showing a lower gauge disc configured in another form, and FIG. 17 is an upper gauge disc configured in another form. FIG. 18, FIG. 18 is a view showing an upper gauge disk configured in a different shape, FIG. 19 is a view showing a flange portion configured in another shape, and FIG. 20 is a different shape. 21 is a cross-sectional view showing a state where the lower frame frame having the flange portion shown in FIG. 20 is placed on the hole bottom.

As shown in FIG. 1, a vertical hole 3 for later becoming a pile 30 is provided on the ground 2a at the site 1 where piles are being constructed.
A mortar 36 for temporary support is formed on the side wall 3c of the vertical hole 3 in a shape of a cylinder having a predetermined diameter D1 in the form of a pit 3
It is sprayed in an annular shape by connecting a and the bottom 3b of the hole (shown in FIGS. 10 and 11). Further, in the site 1, the reinforcing bar building device 5 is a reinforcing bar cage 37 which is a reinforcing bar assembly for the piles 30, that is, concrete reinforcing bars.
Is provided to be built in the vertical hole 3, and the reinforcing bar cage 37 is formed so that its entire external shape is a cylindrical shape. The rebar cage 37 has a plurality of main bars 37a arranged along the side wall 3c of the vertical hole 3 in the form of extending in the vertical direction, that is, in the vertical direction, and each of the main bars 37a extends laterally so as to intersect with the plurality of main bars 37a. , These multiple main lines 37
It is composed of a plurality of force distribution bars 37b welded to a, and now the rebar cage 37 is connected to the vertical hole 3 while connecting the main bar 37a and the force distribution bar 37b through the rebar building device 5. It is being built inside. In addition, the distribution muscles 37b are formed such that the carrying-in shape to the site 1 is, for example, a semicircular shape (not shown), and two semicircular distribution muscles 37b are paired one by one. Then, one force distribution line 37b is formed by lap welding in a circular shape.

As shown in FIG. 1 to FIG. 3, the reinforcing bar building device 5 has a frame 6, and the frame 6 includes a frame body 6a and four installations provided around the frame body 6a. It has legs 60. That is, each installation leg 60 has a pillar 61, and the pillar 61 is erected and supported on the ground 2a via each leg portion 61a which is the lower end thereof. Further, the frame main body 6a has a lower mount 50 assembled from a steel material or the like, and the lower mount 50 and each of the columns 61 are integrally connected via the beam main body 62a. That is, the lower mount 50 is supported by the four columns 61 via the four beam bodies 62a.
Further, as shown in FIG. 2, a reinforcing plate member 63 having an inverted U-shaped vertical cross section is inserted into each beam main body 62a, and the beam main body 62a is inserted into a portion of the reinforcing plate member 63 recessed in the inverted U-shape. The beam main body 62a and the reinforcing plate member 63 are fastened by a detachable mounting member 63a (illustrated in FIG. 3) such as a bolt or a nut. That is, the beam main body 62 a is reinforced by the reinforcing plate member 63. The beam unit 62 is constituted by the beam main body 62a and the reinforcing plate member 63. Therefore, the frame main body 6a and each installation leg 60 are connected to each other via the beam unit 62. In addition, each beam main body 62a
Further, the beam unit 62 in which the reinforcing plate member 63 is attached to the beam main body 62a is a plate-shaped member in which the longitudinal direction of its cross section is oriented in the vertical direction. That is, the beam main body 62a
Alternatively, the beam unit 62 has a predetermined strength and its horizontal thickness is as small as possible.

A lower gauge disk 7 formed in a hollow disk shape is horizontally joined to the lower end of the lower mount 50, and the lower gauge disk 7 has a lower gauge disk 7 as shown in FIGS. 6 and 7. In addition, a plurality of main bar arrangement portions 71 are formed along the outer circumference of the lower gauge disk 7 at a predetermined pitch P1. The plurality of main bar arrangement portions 71 formed on the lower gauge disc 7 are formed in a shape corresponding to the bar arrangement pitch of the main bar 37a to be built. In the embodiment, the formation pitch of the main bar arrangement section 71 is about 5 cm. By being formed in, the bar arrangement pitch of the main bar 37a is 10,
The pitch can be selected from an integer multiple of 5, such as 15 or 20 cm. Each main bar arrangement portion 7 of the lower gauge disk 7
As shown in FIGS. 6 and 7, in FIG. 1, one main bar 37a having a diameter corresponding to the main bar diameter of the pile 30 can be accommodated, and the main bar disposition portion 71 has a main bar 37a.
6 can be movably held, that is, can be guided in the up-down direction which is a direction intersecting with the paper surface of FIGS. 6 and 7. Further, the lower gauge disk 7 is provided with a stopper 72 formed of a leaf spring or the like as a main bar fixing member as a main bar arranging portion 7.
1 is provided in each main bar arrangement portion 71, and the stopper 72 is provided such that one end thereof is fixed to the lower gauge disk 7 by a plate 73 (see FIGS. 1 and 3). 6, the stopper 72 and the plate 73 are omitted for simplicity. As shown by the alternate long and short dash line in FIG. 7, each stopper 72 can freely bend only toward the inner side, that is, toward the main bar disposition portion 71 side. The main bar 37 is provided in each of the plurality of main bar arrangement portions 71.
A can be inserted horizontally (that is, it can be inserted in the direction of arrow A in FIG. 7).

Further, as shown in FIGS. 1, 3 and 6, four supporting columns 51 are erected on the lower mount 50, and these supporting columns 51 have the above-mentioned lower gauge disk. A hollow disk-shaped upper cage disk 52, which is configured substantially in the same manner as 7, is horizontally supported. That is, in the upper gauge disc 52, as shown in FIGS.
The plurality of main bar arrangement portions 71X are the lower gauge discs 7
It is formed at every predetermined pitch P1 similar to the case.
The upper gauge disc 52 and the lower gauge disc 7
Between and, the positions of the main bar arrangement portions 71, 71X are aligned in a one-to-one correspondence in the vertical direction. Further, as shown in FIG. 5, the main bars 37a of the upper gauge disc 52 are accommodated in the respective main bar arrangement portions 71X so that the main bars 37a can be moved in the vertical direction. The stopper 72X made of a spring or the like is used for each main bar placement portion 71.
It is provided for each X. The stopper 72X is provided in such a manner that one end thereof is fixed to the upper gauge disk 52 by a plate 73X (note that the stopper 72X and the plate 73X are simply shown in FIGS. 1, 3, 4 and the like.
Has been omitted. ). And each stopper 72X is
As shown by the alternate long and short dash line in FIG.
The stopper 72X can freely bend only toward the 1X side, whereby the stopper 72X can freely insert the main bar 37a into each of the plurality of main bar arrangement portions 71X in the horizontal direction (that is, arrow A in FIG. 5). 'So that it can be inserted in the direction). The upper gauge disc 52 and the lower gauge disc 7 described above constitute a main reinforcing bar arrangement means 70. That is, a plurality of main reinforcement arrangement portions 71, 71X are provided in the main reinforcement arrangement means 70 provided in the frame body 6a (hence, the frame 6).

A predetermined winch unit 5 is mounted on the lower mount 50 as shown in FIGS. 1, 3 and 6.
3 are provided. The winch unit 53 receives a well-known drive source 55 such as an electric motor and the power from the drive source 55 via a belt or the like, and receives the power around a horizontal rotation axis KJ in the directions of arrows K and J in the figure. It is composed of a wire drum 56 which can be rotationally driven. That is, as shown in FIGS. 6 and 8, the wire drum 56 can be driven to rotate about the rotation axis KJ in the directions of arrows K and J in the figure, and therefore the circle extended along the rotation axis KJ. The wire drum 56 is formed in a columnar shape, and a brim-shaped partition plate 56a is provided in the wire drum 56 at a substantially central portion thereof. The wire drum 5 is partitioned by the partition plate 56a.
6 includes both sides of the partition plate 56a (that is, the rotation axis KJ).
Assuming that the directions parallel to the arrow E and F are the arrow E and F directions, wire winding portions 56b and 56b are formed on the arrow E side and the arrow F side, that is, both left and right sides of the paper surface of FIG. Each wire winding part 5
In 6b, the starting end side and the terminating end side of one wire 11 are fed out by the rotational drive of the wire drum 56 in the direction of arrow K in the figure, and are wound by the rotational drive of the wire drum 56 in the direction of arrow J in the figure. It is wrapped with. In addition, between the wire winding portions 56b and 56b, the winding position KD of the wire 11 wound around each wire winding portion 56b is shown centering around the partition plate 56a regardless of the winding amount of these wires 11 and the like. Are arranged at positions symmetrical with respect to the arrow E and F directions.

By the way, the lower mount 50 is provided with wire supporting means 44 as shown in FIGS. The wire supporting means 44 has a pulley supporting frame 8 erected on the lower mount 50.
A predetermined upper pulley 45 is fixedly provided in the.
The upper pulley 45 is arranged above the wire drum 56. The wire 11 from the wire winding portions 56b and 56b of the wire drum 56 is connected to the upper pulley 45. Further, the lower mount 50 has a wire insertion hole 57 formed in the vicinity of the center thereof so as to vertically penetrate the lower mount 50. The wire insertion hole 57 is formed at the center of the lower gauge disk 7. It is arranged above the hole 7a. Of the wire 11
A portion between the wire drum 56 and the upper pulley 45 hangs down the lower mount 50 and the lower gauge disk 7 so as to penetrate the wire insertion hole 57 and the insertion hole 7a, and the wire 11 hangs down. As shown in FIGS. 3 and 8, a pulley 10, which is a moving pulley, is hung on the portion. That is, the wire 1 is made by the wire drum 56.
The pulley 10 is driven upward in the vertical hole 3 by winding 1 and the pulley 10 is lowered in the vertical hole 3 by feeding out the wire 11 by the wire drum 56. Therefore, the winch unit 53, the wire support means 44, the wire 11, and the pulley 10 described above constitute an elevating device 54 that can vertically drive the lower frame frame 9 to be described later. In the present embodiment, each wire 11 from the wire drum 56 to the upper pulley 45 via the pulley 10 is wound around the upper pulley 45, reaches the pulley 10 again, and is further wound around the pulley 10. It has reached the upper pulley 45 again. That is, the pulley 10 is hung between the upper pulley 45 and the wire 11 in a six-fold manner.
It is possible to suspend a load as large as possible by multiplying 1 by 6. On the other hand, as shown in FIG. 3, a storage space 65 is formed vertically below the wire supporting means 44 of the lower mount 50, and thus at the position of the wire insertion hole 57 of the lower mount 50. , The pulley 10
Moves upward and, as shown in FIG. 14, the storage space 6
5 can be stored. In other words, the movement of the pulley 10 depends on the storage space 65 and the lower gauge disk 7.
It is supposed to be held between the lower part of the room and the lower part of.

As shown in FIGS. 1 and 3, the pulley 10 is provided with a lower frame 9 vertically. As shown in FIG. 3, the lower frame frame 9 has a suspension frame body 46 suspended from the pulley 10, and the suspension frame body 46 has a plurality of suspension wires 47 interposed therebetween. The main body 49 is suspended. As shown in FIGS. 3, 9 and 10, the frame body 49 is formed in a horizontal annular shape having a diameter slightly smaller than the inner diameter of the vertical hole 3 in a state where the mortar 36 is sprayed. As shown in FIG. 11, the frame frame main body 49 is provided at the lower end of the vertical hole 49 at the bottom 3 b of the vertical hole 3.
A plurality of mounting legs 9a (for example, 3
11 or more, but only one is shown in FIG. 11, and the mounting legs 9a are omitted in FIGS. 3 and 10 for the sake of simplicity). Also, the frame body 4
A horizontal lower end surface 9b is formed at a lower end of the frame 9 except the mounting legs 9a.
A plurality of reinforcing bar support jigs 32 are vertically provided in the. That is, each reinforcing bar support jig 32 has a horizontal rod-shaped jig body 33, and a predetermined vertical direction is provided between the upper surface 33 a of the jig body 33 and the lower end surface 9 b of the frame body 49. Reinforcing bar support intervals TS are formed. Also, the jig body 3
3 is detachably attached to the frame main body 49 via fastening members 35, 35 such as bolts at substantially both ends thereof. In addition, the frame main body 49,
When mounted on the hole bottom 3b of the vertical hole 3, a predetermined vertical work interval SK is formed between the jig body 33 and the hole bottom 3b due to the height of the mounting leg 9a in the vertical direction. It has become so. As shown in FIGS. 9 to 11, on the upper end side of the frame frame main body 49, a flange portion 9c horizontally protruding like a brim is formed on the outer peripheral side of the frame frame main body 49. The main reinforcement placement portions 9s (substantially the same as the main reinforcement placement portions 71 and 71X described above) are formed along the outer periphery of the main reinforcement arrangement at predetermined pitches P1. The positions of the main reinforcement placement portion 9s, the positions of the main reinforcement placement portion 71, and the positions of the main reinforcement placement portion 71X are matched and aligned in the vertical direction. A plurality of main reinforcements 37a arranged along the side wall 3c of the vertical hole 3 are mounted on the frame body 49 so as to penetrate the main reinforcement placement portion 9s formed on the flange portion 9c. The lower end portion 37c is bent in an L shape. That is, the horizontal portion of the lower end portion 37c is a jig that passes through the reinforcing bar support interval TS between the upper surface 33a of the jig main body 33 and the lower end surface 9b of the frame main body 49 inward. It is placed and supported on the upper surface 33a of the main body 33. As described above, in the lower frame frame 9, the plurality of main reinforcement placement portions 9s of the flange portion 9c, the upper surface 33a of the jig main body 33 and the lower end surface 9b of the frame main body 49 that form the reinforcing bar support interval TS are the main reinforcements. Lower end portion 3 of 37a
It is a main bar end holding portion 31 capable of holding 7c.

As shown in FIG. 11, several hook holders 12 are mounted on the frame body 49, and each hook holder 12 has a hook engaging projection 12a.
Are provided so as to protrude downward inward in the radial direction of the lower frame frame 9. The hook holder 12 has a hook arrangement groove 12b formed between the portion connected to the frame body 49 and the hook engagement protrusion 12a. The hook holder 12 has a hook arrangement groove 12b.
The suspension ring 13 connected to the lower end of the suspension wire 47 in a form hooked on the hook engagement protrusion 12a from the lower side of b.
Are held in engagement. In addition, the hanging wire 47 and the hanging ring 1
11, a level adjusting jack 15 is provided so as to adjust the length of the suspending wire 47 in the directions of arrows B and C in FIG. 11, as shown in FIG. Through the jack 15, the frame frame main body 49 is in an equilibrium state, that is, the main bars 3 mounted and supported on the frame frame main body 49.
7a, and therefore the equilibrium state of the rebar cage 37 can be adjusted and held.

Further, the frame 6 of the reinforcing bar building device 5
As shown in FIG. 13 (a), is provided with four hydraulic jacks (not shown) vertically mounted on the bottom side of the lower pedestal 50. Each hydraulic jack has a power distribution. The distribution force receiving jig 17 that is a muscle holding means is used for the chain 2
It hangs through 0 respectively. Each of the force distribution receiving jigs 17 is configured to be movable in the vertical direction by a predetermined length via the hydraulic jacks, and the force distribution receiving jigs 17 are provided directly below the hydraulic jacks. A position at which the force distribution receiving jig 17 is to be arranged when the force distribution muscle 37b is laid out from the position where it is hung, to the radial outward direction indicated by the arrow G in FIG. 13 (a). It has a shape that can be moved up to. A plurality of hooks 191 which are a plurality of force distribution muscle holding portions are arranged in the force distribution muscle receiving jig 17 so as to form a predetermined interval in the vertical direction at a pitch corresponding to the bar arrangement pitch of the force distribution muscles 37b. A plurality of hooks 191 provided in the vertical direction of each force distribution jig 17 are connected to each other via a guide 19 and are arranged in a radial direction inside and outside by operating the guide 19. It is configured such that it can be projected and retracted by a predetermined stroke in the directions of arrows H and G. Then, the force distribution receiving jig 17 is provided for each of the plurality of hanging devices 191.
The force distribution muscles 37b for each book can be mounted and held.

By the way, as shown in FIG. 1, a crane truck 40 is arranged at the site 1 so as to be located in the vicinity of the vertical hole 3, and a hook block 41 of the crane truck 40 has a reinforcing bar hanging jig. The main bar suspension 21 is attached and hung. As shown in FIG. 1 and FIG. 12, the main bar suspension 21 has three sheath tubes 22 in the embodiment, and inside each sheath tube 22, a main bar insertion space 22 s which is a reinforcing bar insertion space. However, the main bar 37a is formed so that the main bar 37a can be inserted along the axial direction of the main bar 37a (that is, vertically). The three sheath pipes 22 are connected via a connecting member 23 so as to be arranged in a horizontal direction at a pitch corresponding to the bar arrangement pitch of the main bar 37a.
The three sheath tubes 22 of No. 1 are hung from the hook block 41 via the pulling wire 25 attached to the connecting member 23 and the bundling jig 26. Therefore, these are the connecting members 2
3, the pulling wire 25, and the bundling jig 26 are three sheath tubes 22.
Is configured to configure the hanging engagement means provided in,
The main bar suspension 21 is suspended and supported by the hook block 41 by the suspension engagement means.

Further, as shown in FIG. 12, a clamp 27, which is a reinforcing bar clamp capable of gripping the main bar 37a, is provided on the main bar suspender 21 under the three sheath pipes 22 and 1 respectively. The connecting member 23, the pulling wire 25, and the bundling jig 26 are provided in three pieces so as to form a pair, and each clamp 27 has a connecting wire 29 having a length L1. It is connected and connected to each of the sheath tubes 22 in a form of being suspended from the connecting member 23 via the.
That is, the main bar suspension 21 has the sheath pipes 22 and the clamps 27 in a state in which it is suspended by the suspension engagement means on the hook block 41 of the crane vehicle 40.
However, due to the weight of the clamp 27, a predetermined distance L1 can be maintained in the vertical direction. At this time, the three sheath pipes 22 are arranged so as to be interposed in the traction force of the crane. The sheath tubes 22 and the three clamps 27 are arranged so as to be aligned in the vertical direction, so that the main bar suspension 21 has a shape in which the main bar 37a is oriented with its material axis direction in the vertical direction, as shown in FIG. Can be held at.

Since the site 1 has the above-mentioned structure, when the pile 30 is constructed in the site 1, the vertical hole 3 is formed.
Is formed by digging from a predetermined position on the ground 2a by a predetermined depth so as to form a predetermined diameter D1, and the mortar 36 is sprayed on the side wall 3c to a predetermined thickness. A work of building a reinforcing bar cage 37 having a plurality of main bars 37a and a plurality of force distribution bars 37b into the vertical hole 3 as a reinforcing bar assembly is performed. Therefore, first, four installation legs 60
1 is installed on the ground 2a so as to surround the wellhead 3a of the vertical hole 3 in which the rebar cage 5 is to be built, and the frame body 6a is aligned with the vertical hole 3 and accordingly the lower frame 9 Installs a reinforcing bar erection device 5 in such a manner that it can descend in the vertical hole 3. At this time, the reinforcing bar building device 5 is installed so that the center CL1 of the frame 6 matches the center CT1 of the vertical hole 3.

Therefore, firstly, a predetermined number of main bars 37 are arranged.
The work of vertically holding a on the lower frame frame 9 in a form corresponding to the respective bar arrangement positions is performed. Therefore, first, the main muscle insertion space 22 of each of the three sheath tubes 22 of the main muscle suspender 21 is inserted.
s, the main bar 37 in a state of being laid down as shown in the right back part of FIG.
A is inserted, and the clamp 27 is attached to a predetermined position of the main bar 37a (that is, a position which becomes a lower part when the main bar 37a is set vertically). In this way, 3 clamps 2
7, the three main bars 37a are gripped, the bundling jig 26 is engaged with the hook block 41 of the crane vehicle 40, and then the hook block 41 is moved upward by the crane operation. Then, the main bar suspension 21
The clamps 27 holding the main bars 37a are connected to the connecting members 23 provided on the three sheath tubes 23 and the pulling wire 2
7, the crane 4 as a bundling jig 26 as a suspension engagement means
It hangs at 0 and becomes vertical. In this way, the main line 37
When a is laid down vertically and raised vertically, the three main bars 37
a is raised in a form in which horizontal movement is restrained by the three sheath tubes 22 and is a vertical main bar 37a.
Is held in such a manner that its axial direction is oriented vertically by the restraining force of the three sheath tubes 22 in the horizontal direction and the own weight of the three main bars 37a, and the main bars are suspended via the three clamps 27. It becomes the form hung on the tool 21. As a result, the three main bars 37a, as shown in FIG.
The main rod suspending device 21 is stably provided without bending the shaft of 7a.
It is hung and held by the hook block 41 via.

In this state, the hook block 41 is further appropriately moved through the operation of the crane so that the three main bars 37
a is set between the upper gauge disc 52, the lower gauge disc 7, and the lower frame frame 9, respectively. For this purpose, first, the lower end portion 37c of each main bar 37a is held and mounted on the main bar end holding portion 31 of the lower frame frame 9, and then the upper end of the main bar 37a is attached to the upper gauge disc 52 and the lower part. The main bar arranging part 71 and the main bar arranging part 71X at predetermined positions of the gauge disk 7 are inserted and arranged. At this time, the stoppers 72, 7 are attached to the respective main bar arrangement portions 71, 71X.
Since 2X is provided, the stoppers 72, 72X are pushed by the main reinforcement 37a in the arrow A direction of FIG. 7 and the arrow A ′ direction of FIG.
Enter the 71X from the horizontal direction. Then, the stoppers 72, 72X are arranged so that the main bars 37a are inserted in such a manner that the stoppers 72, 72X are restored to the plates 73, 73X side by the spring force held by the stoppers 72, 72X as shown by the solid lines in FIGS. 7 and 5. Immediately close the main muscle placement portions 71, 71X. That is, the main bar 37a is prevented from coming off from the main bar arrangement portions 71, 71X in the radial direction. As a result, the main bar 37a is held in the main bar placement parts 71, 71X so as to be vertically movable with respect to the main bar placement parts 71, 71X, and thus vertically guided.

In this way, three main bars 32a are sequentially held and mounted on the main bar end holding section 31 of the lower frame 9, and are arranged in the main bar disposing sections 71 and 71X of the upper gauge disc 52 and the lower gauge disk 7, respectively. When the main bar suspension 21 is lowered by a crane operation, the three main bars 37a in which the suspension supporting state by the main bar suspension 21 is released
Is held vertically by the lower frame frame 9 due to its own weight. Therefore, the three clamps 27 of the main bar suspension 21 are sequentially removed from the main bar 37a. Further, the hook block 41 is raised by operating the crane. Then, in the main muscle suspending device 21 with the clamp 27 removed from the main muscle 37a, the three sheath tubes 22 move upward relative to the main muscle 37a via the respective main muscle insertion spaces 22s. It comes off from the main bar 37a so as to come out to the upper side. Therefore, if the main bar suspension 21 is used, the main bar 37a can be easily made to be vertical only by attaching the clamp 27 to the laid main bar 37a and operating the crane. The main bar suspension 21 can be easily attached to the main bar 37a simply by removing the clamp 27 from the vertical main bar 37a.
It is possible to remove from the work, and these works do not involve work at heights and complexity of work.

By repeating the above-described operation of setting the main reinforcement 37a between the upper gauge disc 52, the lower gauge disc 7 and the lower frame frame 9, a predetermined number of main reinforcements 37a are placed at their respective reinforcement positions. In a corresponding manner, when vertically mounted on the lower frame frame 9, as shown in FIG. 11, the level adjusting jack 15 is driven and operated to adjust the length of each hanging wire 47.
The level of the lower frame 9 is adjusted. by this,
A predetermined number of main bars 3 mounted and held on the lower frame 9
7a are equilibrated so that each of them has a shape in which the material axis direction is oriented in the vertical direction. Therefore, next, work for connecting the force distribution muscles 37b to the predetermined number of main muscles 37a is performed.

At the time of connecting the main muscle 37a of the distribution muscle 37b, the distribution muscle receiving jig 17 is used.
The force distribution muscle 37b located at the bottom of the
When connecting to a, the lower end of the force distribution receiving jig 17 is set to the lower end of the main bar 37a. Then, when connecting the force distribution muscles 37b located above this to the main muscles 37a, as shown in FIG. 13 (a), the force distribution muscles 37b already connected to the main muscles 37a are located above the respective force distribution muscles 37b. The jig 17 is positioned and set. The positioning of the force distribution muscle receiving jig 17 is performed by setting the hanging tool 191 at the lowermost end to be engaged with and held by the force distribution muscles 37b already connected to the main muscles 37a. This is performed by driving and operating four hydraulic jacks (not shown) that suspend the receiving jig 17.

Each of the four force distribution bracing jigs 17 thus positioned is arranged inside a plurality of ring-shaped main braces 37a held by the lower frame 9. . Then, as shown in FIG. 13B, the force distribution receiving jig 17 is slightly moved outward in the radial direction, and a plurality of hooks 1 are provided via the guide 19.
The plurality of hooks 191 are arranged so as to project outside the main bar 37a by forming 91 in the direction of arrow G in FIG. At this time, the plurality of hooks 191 of the force distribution receiving jig 17
The hook 191 located at the bottom of the
When it is hooked on the force distribution muscle 37b which is already connected to a and is located at the uppermost portion, the force distribution muscle receiving jig 17 moves to the main muscle 37a.
It is properly retained on the inner side of. At this time, since the hooks 191 are provided on the force distribution muscle receiving jig 17 in a shape corresponding to the bar arrangement pitch of the force distribution muscles 37b, the positions where the force distribution muscles 37b should be arranged are plural. The position of the tool 191 is immediately detected.

Therefore, when the distribution force receiving jig 17 is set so that the hanging member 191 thereof projects to the outside of the main reinforcement 37a, the distribution muscle 37b having a semicircular shape is formed.
Then, as shown in FIG. 13 (b), they are engaged and held in a form of being hooked on each hanging tool 191 of the force distribution receiving jig 17. Then, each of the force distribution muscles 37b is wrapped around each end portion of the two semicircular force distribution muscles 37b, 37b so that each of the distribution muscles 37b has a circular shape. 37
Weld and connect them so that they intersect with a.
Then, by repeating the work of connecting the force distribution bars 37b to the plurality of main bars 37a, the rebar cage 3 which is the rebar assembly.
7 can be formed, and the rebar assembly work for this is
It can be performed outside the mine on the ground 2a near the mine mouth 3a.

In this way, the force distribution muscles 37 engaged with the hooks 191 of all the steps of the force distribution muscle receiving jig 17 set previously.
When b is welded to the main bar 37a and the work for connecting the force distribution muscles for one cycle is completed, the force distribution receiving jig 17 is then connected to the main bar 37a (that is, during assembly) as shown in FIG. 13 (c). Separate it from the reinforced basket 37). For this, each force receiving jig 1
Release the hydraulic jack (not shown) that suspends 7,
Each of the force distribution receiving jigs 17 is moved slightly downward. Then, the distribution force receiving jig 17 immediately causes the main bar 3 to move.
As shown in FIG. 13 (c), it is restored and arranged inside the main bar 37a so as to return to the direction of the arrow H in the figure, which is the inner side of the radial direction from 7a.

In this way, the distribution muscles 37b are provided as the main reinforcements 37 by the amount of the hooks 191 on all the steps of the distribution muscle receiving jig 17.
When the work for connecting to a is performed, it means that the rebar cage assembling work has proceeded by the amount corresponding to the length of the force distribution receiving jig 17. Therefore, while performing the work of assembling the reinforcing bar cage 37 using the force distribution receiving jig 17 in this manner, the lifting device 54 is driven and the wire 11 is paid out from the wire drum 56 in a predetermined cycle. The lower frame 9 is gradually lowered into the vertical hole 3. Then, the lower frame 9 is mounted and held on the lower frame 9.
The predetermined number of main bars 37a set between the upper gauge disk 52 and the lower gauge disk 7 and the distribution bars 37b connected to the main bars 37a are already assembled to the rebar cage 37, as described above. As a part, it is lowered into the vertical hole 3. Therefore, when the worker drives and operates the lifting device 54 on the ground 2a near the pit entrance 3a, the main bar 3
It is possible to perform the work of building in the vertical hole 3 in a state where the reinforcing bar 37 is formed by the 7a and the distribution muscle 37b. When the assembled portion of the reinforcing bar cage 37 is lowered into the vertical hole 3 in this way, the main reinforcing bars 37a forming the reinforcing bar cage 37 are the main reinforcing bar arrangement portions of the upper gauge disk 52 and the lower gauge disk 7. 71X, 71, so that it moves downward relative to each other.
Since the stoppers 72X and 72 are provided at 71, the respective main bars 37a can be connected to the main bar placement portions 71X and 7X.
It is possible to smoothly move downward with respect to the upper gauge disc 52 and the lower gauge disc 7 without coming off from the outer side in the radial direction. Also, the main bar 37a descends,
Even if the upper end of the main bar 37a is disengaged downward from the main bar arrangement portion 71X of the upper gauge disc 52, the main bar 37a is located below the upper gauge disc 52.
The main bar 37a is guided by the main bar arrangement portion 71 of
It is convenient because the guide can be used over as wide a range as possible.

After that, when the upper end of the main bar 37a already mounted via the lower frame frame 9 side is located between the upper gauge disc 52 and the lower gauge disc 7, the main bar suspension 21 is further inserted. 3 new main muscles 37a
One by one, this time set only on the upper gauge disc 52. The main bar 37a set only on the upper gauge disc 52 is aligned until the lower end of the main bar 37a is aligned with the upper end of the already mounted main bar 37a.
While being guided by the main bar arrangement portion 71X of the upper gauge disc 52, the main gauge disc 52 is lowered through the main bar suspension 21 as it is. Then, the main bars 37a, 37 to which these alignments are made correspond
a is sequentially joined via a coupler or the like (not shown).
After joining a predetermined number of new main bars 37a, the lifting device 5
While lowering the lower frame 9 by the drive operation of 4, the force distribution muscles 37b are added to the newly joined main muscles 37a.
, And the rebar cage 37 is further extended and assembled. In this way, the new main bars 3 with a predetermined number of bars are arranged.
7a are set in the main bar arrangement portion 71X of the upper gauge disc 52 in a form corresponding to the respective bar arrangement positions, and the set main bars 37a are already mounted on the main bar 37a.
The lower frame frame 9 by driving the elevating device 54 while joining the upper part and connecting the distribution bars 37b to the predetermined number of new main bars 37a to extend and assemble the reinforcing bar cage 37.
Is lowered by the length of the assembled rebar cage 37,
That is, by repeating the work of sequentially sending the assembled rebar cages 37 to the vertical holes 3 in a predetermined cycle, the main bars 37a and the force distribution bars 37b are built in the vertical holes 3 in the state of the rebar cages 37 connecting these. Can be done. Then, the rebar cage assembling and building work is performed on the ground 2a near the wellhead 3a.
It is possible to perform the above work, and it is not necessary for a worker to get down in the pit of the vertical hole 3 for assembling the reinforcing bar or to perform a work at a high position by temporarily installing a scaffold on the vertical hole 3.

Further, when the reinforcing bar cage 37 of a predetermined length is assembled and installed in the vertical hole 37 in this manner, the lower frame frame 9 in which the vertical hole 3 is lowered for the reinforcing bar to be installed. Reaches the hole bottom 3b as shown in FIG. As a result, the reinforcing bar cage 37 is supported by the hole bottom 3b via the mounting legs 9a of the lower frame 9.
After that, an operator at the bottom 3b of the hole removes the fastening member 35 of the reinforcing bar supporting jig 32 of the lower frame 9, and the working space SK between the jig body 33 and the bottom 3b of the jig is used. The main body 33 is removed and collected. Then, since the horizontal portion of the lower end portion 37c of the main bar 37a held by the lower frame frame 9 loses what supports it, the main bar 37a falls and the horizontal portion of the lower end part 37c is opened at the bottom of the hole. 3b (it should be noted that the jig body 33 has a main bar 37a).
In some cases, it cannot be collected in the form of being laid on the lower end portion 37c. ). Next, when the elevating device 54 is driven to raise the lower frame frame 9, the main bar end holding portion 3 of the main bar 37a.
Since the holding by 1 has already been released, the lower frame 9 is raised and recovered with these main bars 37a left behind. That is, most of the members constituting the lower frame 9 are recovered, and therefore, they can be diverted to other sites, which is convenient.

Next, by removing the reinforcing bar building device 5 from the vertical hole 3, it is possible to immediately perform the work of placing concrete in the vertical hole 3. Further, the removed reinforcing bar building device 5 can be diverted to the vertical hole 3 in which the reinforcing bar cage 37 has not been built yet, and a new reinforcing bar building work can be started. Therefore, the construction efficiency is good and the pile construction can be performed. In addition, such relocation of the reinforcing bar building device 5,
A crane truck 40 is used to set the main bar 37a to the reinforcing bar building device 5 described above, but the reinforcing bar building device 5 is installed or relocated without holding the reinforcing bar cage 37, and Since the main bars 37a are set in groups of three, a small crane vehicle 40 is sufficient. The rebar cage 37 is assembled near the wellhead 3a, and before the assembly, the main bar 37a and the semicircular force distribution bar 3 are assembled.
7b can be stacked and stored in a lying state. Therefore, installation of such a crane truck 40 and the main line 37
a, a wide area is not occupied for the storage of the reinforcing bars such as the power distribution muscles 37b.

In the above-described embodiment, the cylindrical rebar cage 37 along the side wall 3c of the cylindrical vertical hole 3 is formed.
However, the shapes of the vertical hole 3 and the reinforcing bar cage 37 are not limited to this. Therefore, a reinforcing bar assembly such as the reinforcing bar cage 37 may be built in the center of the vertical hole 3. Further, a reinforcing bar assembly having a plate shape as a whole may be built in the wall-shaped vertical hole.

Further, the reinforcing bar building device according to the present invention is
It can also be applied when bundling main bars. However, in that case, the lower gauge disc 7 and the upper gauge disc 5
2. The flange portion 9c of the main bar end holding portion 31 is configured differently from the above-described embodiment. For example, in the case where two main bars 37a are lined up in the circumferential direction of the rebar cage 37 and built, the lower gauge discs 7P include a plurality of substantially the same as the lower gauge discs 7 as shown in FIG. The main bar arrangement portions 71 are formed along the outer circumference of the lower gauge disk 7P at predetermined pitches. However, a partition plate 74 for partitioning the main reinforcement placement portion 71 into two portions 71a, 71a arranged side by side in the circumferential direction is provided in each main reinforcement placement portion 71, and the main reinforcement 37 is provided in these portions 71a, 71a.
Each of a and 37a can be accommodated one by one. That is, the parts 71a, 71 of the one main bar placement portion 71
The main bars 37a, 37a housed in a are in a bundled state. It should be noted that the lower gauge disc 7P has two appropriate stoppers 72 for each main bar placement portion 71,
That is, one is provided for each part 71a of one main bar placement portion 71. Further, as in the lower gauge disc 7P, the upper cage disc 52P has a plurality of main bar arrangement portions 71X formed at predetermined pitches along the outer periphery of the upper cage disc 52P, as shown in FIG. . However, each main bar placement section 71X has
Is provided with a partition plate 74X for partitioning into two parts 71Xa, 71Xa arranged side by side in the circumferential direction, and main bars 37a, 37a can be accommodated in these parts 71Xa, 71Xa, respectively. . That is, the main bars 37a and 37a housed in the parts 71Xa and 71Xa of the one main bar arrangement portion 71X are in a bundled state. It should be noted that the upper gauge disk 52P is provided with two appropriate stoppers 72X for each main bar arrangement portion 71X, that is, one for each part 71Xa of one main bar arrangement portion 71X. Further, as shown in FIG. 19, the flange portion 9cP of the main bar end holding portion 31 has main bar arrangement portions 9s formed along the outer periphery thereof at predetermined pitches. No partition plate or the like is provided in the main reinforcement placement portion 9s, but one main reinforcement placement portion 9s holds two main reinforcements 37a. And the lower gauge disc 7 described above
Between P, the upper cage disc 52P, and the flange portion 9cP, the positions of the main reinforcement placement portion 71, the main reinforcement placement portion 71X, and the positions of the main reinforcement placement portion 9s are aligned in the vertical direction. By adopting the lower gauge disc 7P, the upper cage disc 52P, and the flange portion 9cP described above, it is possible to easily carry out the work of bundling the two main reinforcements 37a in a line in the circumferential direction of the reinforcing cage 37. In addition, the main bar arrangement portion 71 of the lower gauge disk 7P, the main bar arrangement portion 71X of the upper cage disk 52P, and the flange portion 9
By holding only one main bar 37a at each main bar arrangement portion 9s of the cP, the work of building the main bar 37a without bundling can be easily performed.

In addition, for example, in the case where two main bars 37a are lined up in the radial direction of the reinforcing bar cage 37 and are assembled in a bundle,
As shown in FIG. 16, the lower gauge disc 7Q includes a plurality of main bar arrangement portions 71 that are substantially the same as the lower gauge disc 7.
Are formed at a predetermined pitch along the outer circumference of the lower gauge disc 7Q. However, in each main bar placement section 71,
The main bars 37a, 37a are housed in a line in the radial direction. That is, the main bars 37a, 37a housed in the one main bar arrangement portion 71 are in a bundled state. It should be noted that the lower gauge disc 7Q is provided with an appropriate stopper 72 for each main bar arrangement portion 71. Further, as in the lower gauge disc 7Q, the upper cage disc 52Q has a plurality of main bar arrangement portions 71X formed along the outer periphery of the upper cage disc 52Q at a predetermined pitch, as shown in FIG. . However, each main bar placement section 7
The main bars 37a, 37a can be accommodated in the 1X in a line in the radial direction. That is, one main bar placement unit 71
The main bars 37a and 37a housed in X are in a bundled state. The upper gauge disc 52Q is provided with an appropriate stopper 72X for each main bar arrangement portion 71X. Further, the flange portion 9c of the main bar end holding portion 31
As shown in FIG. 20, Q has main bar arrangement portions 9s formed along the outer periphery thereof at a predetermined pitch. Two main bars 37a are held in one main bar arrangement portion 9s. Then, the lower gauge disk 7Q described above,
Between the upper cage disc 52Q and the flange portion 9cQ, the position of the main bar arrangement portion 71 and the position of the main bar arrangement portion 71X,
The positions of the main-streak arranging portions 9s are aligned in the vertical direction. In addition, the main bar end holding portion 3 having the flange portion 9cQ
In the holding state of the bundled main muscles 37a, 37a in Fig. 1, for example, the bent horizontal portions of the lower end portions 37c, 37c of the main muscles 37a, 37a are arranged so as to vertically overlap each other, as shown in FIG. Lower gauge disc 7Q, upper cage disc 52Q, flange portion 9c described above.
By adopting Q, the work of assembling the main bars 37a by bundling two main bars 37a in a line in the radial direction of the reinforcing bar cage 37 can be easily performed. In addition, by holding only one main bar 37a at each of the main bar placement part 71 of the lower gauge disc 7Q, the main bar placement part 71X of the upper cage disc 52Q, and the main bar placement part 9s of the flange part 9cQ, the main bars 37a are not bundled. You can easily build it.

[0043]

As described above, according to the first aspect of the present invention, a plurality of main reinforcements 37a and other main reinforcements and power distribution reinforcements 3 are provided in vertical holes such as vertical holes 3 dug down from the ground such as the ground 2a.
Reinforcing bar cage 37 for concrete reinforcement by force distribution bars such as 7b
In a reinforcing bar building apparatus used when building a reinforcing bar assembly such as a frame unit, a frame unit such as a frame unit 6a is provided, and a plurality of installation means such as installation legs 60 are provided around the frame unit, a beam unit 62, etc. Beam member main bodies such as a beam main body 62a for connecting between each of the installation means and the frame main body, and the beam member main body to the beam member main body. The frame body is provided with main reinforcing bar arrangement means such as main reinforcing bar arrangement means 70, and the main reinforcing bar arrangement means has a plurality of main reinforcement arrangements. Part 7
1, 71X or the like main bar guide portions are provided so as to be able to respectively guide the main bar in the vertical direction, and main bar holding means such as a lower frame frame 9 is provided below the main bar arranging means so as to be movable up and down. The main bar end holding portion 31 is provided in the main bar holding means.
Main bar end holding parts such as the above are provided in a form corresponding to the main bar guide part of the main bar arranging means, and the lifting device 5 is attached to the frame body.
Since an elevating device such as 4 is provided by vertically moving and positioning the main bar holding means, the main bar holding means is provided with a plurality of force distribution bars on a plurality of main bars held in a predetermined bar arrangement state. Reinforcing bars can be assembled by the connecting work, and the assembled reinforcing bar assembly can be built by moving the main reinforcing bar holding means downward. By the way, the connection beam member includes a beam member main body and a reinforcing member, and the reinforcing member is detachable from the beam member main body. Therefore, in the reinforcing bar building apparatus according to the present invention, when the reinforcing member is detached from the beam member main body and conveyed separately when it is transported to the site, the weight on the beam member main body side is reduced as much as possible. Therefore, for example, even when the construction site is in a mountainous area, the work of bringing the reinforcing bar building device into the site can be performed as easily as possible. In addition, it is desired to reduce the number of parts that can be disassembled in the reinforcing bar erection device as much as possible and to increase the efficiency of construction work by removing the labor at the time of assembling and disassembling. It is conceivable to make it an integral member that is not disassembled through. In the present invention, since the weight of the beam member main body side is as small as possible as described above, it is possible to avoid increasing the weight of the integrated member of the installation means, the frame main body and the beam member main body as much as possible. That is, according to the present invention, it is possible to easily reduce the number of parts as much as possible.

A second aspect of the present invention is the reinforcing bar building apparatus according to the first aspect, wherein the connecting beam member is a plate-shaped member having a longitudinal section in a vertical direction. That is, the connecting beam member is structurally designed to maintain its strength as much as possible, while its horizontal thickness is made as small as possible. Therefore, in addition to the effect of the first invention, interference between the plurality of main bars existing between the installation means and the frame body and the connection beam member is prevented as much as possible (that is, the connection beam member is provided between the adjacent main bars). It is convenient when installing the main bar.

The third aspect of the present invention is the ground 2a.
Used when building a reinforcing bar assembly such as a reinforcing bar cage 37 for concrete reinforcement by a plurality of main reinforcing bars 37a and distribution reinforcing bars 37b in vertical holes such as vertical holes 3 dug from the ground. In the reinforcing bar building device, the frame 6
Etc., and the main muscle arrangement means 70 is provided in the frame.
Main bar arranging means such as a main bar arranging means, and a plurality of main bar arranging parts 71, 71X and other main bar guide portions are provided in the main bar arranging means so as to be able to respectively guide the main bar in the vertical direction. A winch unit, such as a winch unit 53, that can feed and wind a wire such as 11 and the like, and
A wire support means such as a wire support means 44 to which a wire from the winch unit is connected is provided, and a hanging movable pulley storage space such as a storage space 65 is vertically penetrated below the wire support means of the frame. The wire is provided with a hanging pulley, such as a pulley 10, and the winch unit and the wire support means vertically move between the hanging pulley housing space for hanging and the lower portion of the frame. The main bar holding means such as the lower frame frame 9 is hung on the hanging movable pulley, and the main bar end holding parts such as the main bar end holding parts 31 are attached to the main bar holding means. Since it is provided in a shape corresponding to the main bar guide portion of the main bar arranging means, a work of connecting a plurality of force arranging bars to a plurality of main bars held in a predetermined bar arrangement state by the main bar retaining means. Assemble the rebar by , It can be performed like an anchor working of the assembled reinforcement assembly by moving the main reinforcements holding means downward. By the way, the suspension pulley is designed so that it can be stored in the suspension suspension storage space of the frame. Since it can be carried in the movable pulley storage space in a compact state as much as possible, it is possible to carry in the reinforcing bar building device to the site as easily as possible. For example, since the hanging pulley is stored in the hanging pulley storage space of the frame during assembly and disassembly, the winch unit side can easily handle without hanging the hanging pulley or wire. it can.

A fourth aspect of the present invention is the reinforcing bar building apparatus according to the third aspect, wherein the winch unit has a wire drum such as a wire drum 56, and the wire drum is wound around the wire drum. Parts 56b, 56
Two wire winding portions such as b are formed in parallel in the rotation axis direction of the rotation axis KJ of the wire drum, and each wire winding portion has a wire start end side and a wire end side. Each of the wires of the wire winding portion is provided so as to be able to be unwound and wound, and a winding position of the wire when the hanging pulley is stored in the hanging pulley storage space of the hanging pulley. The winding position of KD or the like is wound so as to face the inside of the wire drum. That is, since the starting end side and the terminating end side of the wire are separately wound around the two wire winding portions, it is possible to prevent the space between the wires from being unintentionally narrowed as much as possible. Further, when the suspension pulley is stored, that is, when the suspension pulley approaches the wire drum, the winding position of the wire in each wire winding portion is directed toward the inside of the wire drum. It is prevented as much as possible from unintentionally widening the space between them. That is, in addition to the effect of the third aspect of the invention, the fleet angle is designed to be as appropriate as possible, which is convenient because derailment and random winding are prevented as much as possible.

A fifth aspect of the present invention is the reinforcing bar building apparatus according to the fourth aspect of the invention, wherein the wire drum has a partition plate 5 for partitioning the two wire winding portions.
Since the partition portion such as 6a is provided, in addition to the effect of the fourth invention, the partition portion prevents the wire of one wire winding portion from being mistakenly wound around the other wire winding portion. It is convenient because it is prevented.

[Brief description of the drawings]

FIG. 1 is a partially cutaway perspective view showing a state of a pile construction site where a reinforcing bar erection work is being performed using an example of a reinforcing bar erection device according to the present invention.

FIG. 2 is a perspective view showing the vicinity of a beam unit of the reinforcing bar building device shown in FIG.

FIG. 3 is a side view showing a frame of the reinforcing bar building device shown in FIG. 1.

FIG. 4 is a view on arrow I of FIG.

5 is an enlarged view of a portion of the upper gauge disc shown in FIG. 4, which is viewed in the direction of arrow IV.

6 is a sectional view taken along line X1-Y1 of FIG.

FIG. 7 is an enlarged view of the lower gauge disc shown in FIG.

FIG. 8 is a schematic diagram showing a relationship between a wire drum and a pulley.

9 is a sectional view taken along line X2-Y2 of FIG.

FIG. 10 is a diagram showing the lower frame frame mounted on the bottom of the hole.

FIG. 11 is an enlarged cross-sectional view showing the lower frame frame mounted on the bottom of the hole.

FIG. 12 is a perspective view showing a main muscle suspender.

13 (a) to 13 (c) are diagrams showing the procedure of the work of installing the force distribution muscles.

FIG. 14 is a diagram showing a state in which a pulley is housed in the frame shown in FIG.

FIG. 15 is a view of a lower gauge disc configured in another form.

FIG. 16 is a view of a lower gauge disc configured in another form.

FIG. 17 is a diagram showing an alternative configuration of the upper gauge disc.

FIG. 18 is a diagram showing an alternative top gauge disc.

FIG. 19 is a view showing a flange portion configured in another shape.

FIG. 20 is a view showing a flange portion configured in another shape.

21 is a cross-sectional view showing a state where the lower frame having the flange portion shown in FIG. 20 is placed on the hole bottom.

[Explanation of symbols]

 2a ... Ground 3 ... Vertical hole 5 ... Reinforcing bar building device 6 ... Frame 6a ... Frame main body 9 ... Main bar holding means (lower frame frame) 10 ... Suspension movable pulley (pulley) 11 ... Wire 31 …… Main bar end holding section 37 …… Reinforcing bar assembly (rebar cage) 37 a …… Main bar 37 b …… Distribution bar 44 …… Wire support means 53 …… Winch unit 54 …… Elevating device 56 …… Wire drum 56 a ...... Partitioning part (partitioning plate) 56b …… Wire winding part (wire winding part) 60 …… Installation means (installation leg) 62 …… Connection beam member (beam unit) 62a …… Beam member body (beam body) 63 …… Reinforcement plate member (reinforcement member) 65 …… Suspended moving pulley storage space (storage space) 70 …… Main bar arrangement means 71 …… Main bar guide part (main bar arrangement part) 71X …… Main bar guide part (main bar arrangement) Part) KJ …… Rotating axis K ...... winding position

 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Shigeki Komiyama 1-6-14 Akasaka, Minato-ku, Tokyo Inside the UHV transmission and transformation substation, Tokyo Electric Power Co., Inc. (72) Sakae Nakai 518-1 Komagaki, Nagareyama-shi, Chiba Prefecture Mitsui Construction Co., Ltd. Technical Research Institute (72) Inventor Masataka Uozumi No. 518 Komagaki, Nagareyama City, Chiba Prefecture Mitsui Construction Co., Ltd. (72) Inventor Yuji Nagano No. 518 Komagaki, Nagareyama City, Chiba Mitsui Construction Co., Ltd. Inside the technical laboratory

Claims (5)

[Claims] Claim: What is claimed is: 1. A reinforcing bar building apparatus for use in building a reinforcing bar assembly for concrete reinforcement by a plurality of main bars and distribution bars in a vertical hole dug from the ground, comprising a frame main body, A plurality of installation means are provided around the periphery of each of the installation means via connection beam members, and the connection beam member includes a beam member main body connecting between each installation means and the frame body, and the beam member main body, The beam member main body comprises a reinforcing member that is detachably provided to reinforce the beam member main body, main frame reinforcing means is provided in the frame main body, a plurality of main reinforcing bar guides are provided in the main reinforcing bar arrangement means, and the main bars are vertically arranged. It is provided so that it can be guided, a main bar holding means is provided below the main bar arranging means so as to be movable up and down, and a main bar end holding part is provided in the main bar holding means and a main bar guide part of the main bar arranging means A reinforcing bar embedding device which is provided in a corresponding manner, and in which the elevating device is provided on the frame main body, and the main bar holding means is vertically movable and positionable. 2. The reinforcing bar building apparatus according to claim 1, wherein the connecting beam member is a plate-shaped member having a longitudinal direction of a cross section arranged vertically. 3. A reinforcing bar building apparatus used for building a reinforcing bar assembly for concrete reinforcement by a plurality of main bars and distribution bars in a vertical hole dug from the ground, comprising a frame, and the main bar is provided in the frame. Providing bar arrangement means, a plurality of main bar guide portions in the main bar bar arrangement means, so as to be able to guide the main bar in the vertical direction, respectively, on the frame, a winch unit capable of paying out and winding the wire, and A wire supporting means to which a wire from the winch unit is connected is provided, and a hanging pulley storage space is formed below the wire supporting means of the frame in a vertically penetrating manner. The movable pulley for vertical movement is vertically driven by the winch unit and the wire support means between the suspension movable pulley storage space and the lower portion of the frame. The main reinforcement holding means is suspended on the suspension pulley, and the main reinforcement holding means is provided with a main reinforcement end holding portion in a form corresponding to the main reinforcement guide portion of the main reinforcement arrangement means. Reinforcement building device. 4. The winch unit has a wire drum, and two wire winding portions are formed on the wire drum in parallel with each other in a rotation axis direction of the wire drum. The winding end is provided with a starting end side and a terminating end side of the wire, which can be drawn out and wound up, respectively, and the wire of each of the wire winding parts is the hanging motion of the hanging pulley. The reinforcing bar building apparatus according to claim 3, wherein the wire is wound so that a winding position of the wire is directed toward an inner side of the wire drum when the wire is housed in the pulley housing space. 5. The reinforcing bar building device according to claim 4, wherein the wire drum is provided with a partitioning part for partitioning the two wire winding parts.