JP2015045131A - Underground beam bar arrangement method using vertically separable frame for underground beam bar arrangement and the frame - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide an underground beam bar arrangement method that promotes efficiency of bar arrangement work of rebars in an underground beam installation construction, and thereby to achieve saving labor and shortening a work completion time.SOLUTION: First of all, a lower stage frame is disposed by using vertically separable frames, and lower reinforcement rebars 8, 10, 11 are temporarily placed on temporal support rods 7 installed in the position higher than a regular reinforcement position. Next, the upper stage frames are mounted, and the height of the frame upper part is adjusted by nuts 6 screwed in the frame lower part struts. When the height of beams becomes higher, a working scaffolding 19 is installed by using a hook 17 provided in an upper stage frame. Upper reinforcement rebars 20, 21, 22 are arranged on supporting members 15, 15a, 15b of an upper stage frame upper part, and stirrup reinforcements 23 are mounted by being inserted from the downward of the lower reinforcement rebars temporarily placed on the temporal support rods 7, and then core reinforcements 24 are mounted. The lower reinforcement rebars are temporarily lifted and the temporal support rods 7 are removed, and then the lower reinforcement rebars are lowered to the lower ends of the stirrup reinforcements, and the bar arrangement and bundling are performed in the regular reinforcement position.

Description

  The present invention is embedded in the concrete integrally with the rebar in the underground beam installation work made of reinforced concrete, and using the upper and lower separable mount for the underground beam arrangement that allows easy adjustment of the height of the upper stage part, The present invention relates to a method for efficiently arranging underground beams including stirrup without installing a special scaffold, and a pedestal used in the method.

When providing beams in building foundation work, a reinforced concrete structure is generally used in which concrete is placed after reinforcing bars are placed inside.
When the beam is installed on the ground, the pre-assembled method is usually used in which the rebar assembled at a different location is assembled by hanging work with a crane or the like. Since it is necessary to install a scaffolding, it is often difficult to use a pre-assembled construction method that requires the use of large-scale heavy machinery. In this case, the bar arrangement work is carried out manually on site. Yes.

However, manual labor arrangements require hard work and become heavy labor.In recent years, the number of reinforcing bars has increased, the weight has increased, and the size of the beam itself has increased. It has become difficult.
In addition, it takes time for assembly and disassembly of the work scaffold, and there is a problem that it takes a lot of time to complete the work, and there is a strong demand for work efficiency.

  A method to arrange the bars in order from the bottom to the top using a base divided into two stages, upper and lower, is proposed as an efficient way to manually arrange the upper and lower two steps at a considerable height. (See Patent Document 1)

JP-A-2001-227166 (Claims 1 and 2)

When the bar arrangement method in this prior patent invention is used, it is possible to manually arrange the reinforcing bars of the upper and lower two stages separated by a considerable height manually to some extent. This is for solid foundations that require appropriate strength in buildings, and is not considered in adjusting the height of the upper part. It is not easy to align the height of the necessary upper ends of the reinforcing bars, and there is a major drawback as an underground beam installation method that requires considerable accuracy.
In addition, since this method cannot perform the indispensable work of attaching stirrup bars, it cannot be applied to the arrangement of underground beams as it is.

  The present invention proposes to eliminate the disadvantages of the above-described conventional method and apparatus. In the installation work of underground beams made of reinforced concrete, the upper and lower parts can be easily adjusted by using a vertically-separated base. It is intended to propose a method for efficiently laying underground beams including stirrup bars without installing a scaffolding, and a pedestal used in the method.

  The upper and lower separation type gantry for underground beam reinforcement of the present invention is formed of a threaded bar having a male screw structure on the surface, and a nut for adjusting the height of the upper gantry is screwed to this, and the lower end is connected. A lower reinforcing bar temporary support bar that temporarily supports the lower reinforcing bar at a position higher than the normal reinforcing bar at the middle part of the lower strut that is fixed by a member and welded to the lower end in parallel to stand independently. Lower struts that provide temporary support for the lower reinforcing steel bars that support the material, and the cylindrical member that is supported by the nut while the lower strut is inserted, and the intermediate portions are fixed by connecting members. An upper rebar support member is installed near the upper ends of two parallel upper struts, and one or more upper rebar support member receivers are provided on the upper part thereof. The beam height is high and the upper strut length exceeds a predetermined length. In the case of a single tube to install the scaffolding And is characterized in that consists of the upper frame having a structure in which a click in the middle portion position posts.

  Thus, the method of arranging the underground beam reinforcement using the vertical beam-mounting stand for the underground beam reinforcement is a step of arranging a plurality of lower pedestals with a longitudinal interval along the beam installation location, A step of arranging a predetermined number of lower reinforcing bars with a predetermined interval between the lower reinforcing bar temporary supporting bars passed to the lower reinforcing bar temporary supporting bar support by sandwiching a spacing holder therebetween, and the upper stage Inserting the cylindrical member of the column into the lower column column and adjusting the height of the upper frame by adjusting the position of the nut of the lower column frame, installing the upper frame, the beam height is high and the upper column length is predetermined If it is longer than the length, insert a single pipe into the hook provided in the middle part of the column, install the work scaffold on it, and place the upper rebar on the upper rebar support member If you want to arrange two or more upper rebars, receive the upper rebar support member receiver on the upper part. The upper rebar support member is passed and fixed, and the process of placing the upper rebar on the support member is repeated for the required number of steps, and the upper end open three-sided stirrup rebar is temporarily spaced at a predetermined interval. Inserting from the lower side of the lower reinforcing bar that is temporarily placed on the support bar and placing it on the upper upper reinforcing bar, arranging the core in the vicinity of the stirrup, and lower and reinforcing bars After temporarily lifting the bar and removing the lower reinforcing bar temporary support bar, suspend the lower reinforcing bar to the height of the lower end of the stirrup and core bars, and sequentially perform the process of placing the bar at the normal reinforcing bar position. It is characterized by.

  At this time, placing the lower reinforcing bar first on the lower reinforcing bar temporary support bar that is supported by the lower reinforcing bar temporary supporting bar of the lower gantry to stabilize the gantry and to perform the subsequent work safely It is effective.

  It is desirable to provide double nuts that are screwed into the lower column of the lower frame in order to adjust the height of the upper frame to stably hold the upper frame.

Two or more upper reinforcing bars are usually built in. Therefore, it is usually necessary to install the upper reinforcing bars supporting members on the upper stage in two or more stages, but only the bottom reinforcing bar supporting bar is welded. It is desirable to fix by the above from the viewpoint of shape stability and strength maintenance of the gantry.
Moreover, it is preferable from a viewpoint of work efficiency to set it as the structure installed by passing an upper reinforcing bar supporting member to the upper reinforcing bar supporting member receiver fixed to the upper part of the column by welding or the like.

  In recent years, the number of reinforcing bars has increased, the weight has been increased, and the size of the beam itself has increased, making it difficult to manually place the reinforcing bars. Even when the construction method cannot be applied, according to the present invention, the reinforcing bars can be efficiently arranged without installing a separate working scaffold, and the process of installing and removing the working scaffold is omitted, and as a result It is possible to realize labor saving and labor shortening at the same time.

  Also, even when the gantry must be placed on the uneven concrete surface with unevenness that is not necessarily uniform, according to the present invention, the position of the nut screwed to the lower column of the lower gantry is rotated and changed up and down. By doing so, it is possible to easily adjust the height of the upper pedestal, and to accurately install the underground beam by installing the beam rebar properly in accordance with the intended height.

  Furthermore, in the present invention, a large space is secured below the lower reinforcing bar by temporarily supporting the lower reinforcing bar on the lower reinforcing bar temporary support bar that has been passed to a position higher than the normal reinforcing bar position. Is done. Therefore, since it is possible to easily arrange stirrup muscles through the lower side, there is an effect that it is possible to carry out the work of assembling underground beam rebars, in which stirrup reinforcement is essential. .

It is the front view and right view which showed the state which installed the lower reinforcement reinforcing bar temporary support bar in the lower stage frame of the up-and-down separation type frame for underground beam reinforcement of this invention. It is the front view and left view of the upper stage stand of this invention. It is the front view and left view which showed the state which has arrange | positioned the lower reinforcement and the space | interval holding | maintenance tool on the lower reinforcement temporary support bar passed to the lower reinforcement temporary support support of a lower stage stand. FIG. 4 is a front view and a left side view showing a state where the upper platform shown in FIG. 2 is inserted from the state of FIG. 3 and a working scaffold is installed. FIG. 5 is a front view and a left side view showing a state where the lower upper reinforcing bar, the second upper reinforcing bar supporting member, and the upper reinforcing bar are installed from the state of FIG. 4. It is the front view and left view which showed the state which installed the upper reinforcement reinforcing bar support member and upper reinforcement in the uppermost stage from the state of FIG. It is the front view and left view which showed the state which arranged the upper end open | release three-sided stirrup muscle and the core muscle from the state of FIG. It is the front view and left view which showed the state which extracted the lower reinforcement reinforcing rod temporary support bar from the state of Drawing 7, and arranged the lower reinforcement to the stirrup reinforcement and the core lower end. FIG. 9 is a front view and a left side view showing a state in which the covering bars are arranged from the state of FIG. 8. It is the front view and left view which showed the state which arranged the abdominal muscle reinforcing bar and the width | variety stop reinforcement from the state of FIG.

  Underground beam reinforcing bar arrangement method (hereinafter referred to as “the method of the present invention”) using a vertically-separated type gantry (hereinafter referred to as “present invention frame”) used for the underground beam reinforcing bar arrangement according to the present invention. DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention base will be described based on embodiments shown in the drawings.

  1 to 10, as an example, both upper and lower rebars have a three-stage structure, and upper rebars 20, 21, 22 and lower rebars 8, 10, 11 are arranged, and stirrup rebar 23 FIG. 2 is a configuration diagram showing an embodiment of the method of the present invention and the frame of the present invention when the core muscle 24, the covering muscle 25, the abdominal muscle reinforcing bars 26a and 26b, and the width stop bars 27 and 28 are arranged.

As shown in FIG. 1, the lower pedestal that constitutes the lower pedestal of the present invention has a connecting member near the lower ends of two lower stanchions 2 and 2 formed by two screw joints having a male screw structure on the surface. 4 is welded and fixed, and the bases 3 and 3 are welded orthogonally to the lower end of the lower support column in order to stably stand in parallel, and a nut 6 for adjusting the height of the upper support frame is attached to the support column. , 6 are screwed together, and the lower reinforcing steel bar temporary support bar supports 5 and 5 are welded and fixed at appropriate positions in the middle part of the lower column.
In order to support the lower rebar reinforcing bar temporary support bar 5 and 5 in such a manner that the lower rebar reinforcing bar temporary support bar 7 that temporarily supports the lower rebar reinforcing bar at a position higher than the normal bar arrangement position is detachably mounted. use.
In addition, it is desirable to provide the nuts 6 and 6 in duplicate in order to stably support the upper stage base described later.

  As shown in FIG. 2, the upper pedestal, which is the upper part of the pedestal according to the present invention, has the tubular members 13 and 13 supported on the nuts 6 and 6 at the lower end while the lower pedestal support columns 2 and 2 are stably inserted. An upper rebar support member 15 is provided near the upper ends of two parallel upper columns 12, 12 which are held and fixed by a connecting member 14 at the middle, and two upper rebar support member receivers 16a, 16b are installed at appropriate intervals, and hooks 17 and 17 for inserting a single pipe for installing a scaffold are welded and fixed at appropriate positions in the middle part.

  In the embodiment, the upper pedestal support member is installed by inserting the upper rebar support members 15, 15 a, 15 b into the upper rebar support member receivers 16, 16 a, 16 b welded to the upper pedestal column 2. However, it is desirable that only the lowermost upper reinforcing bar supporting member 15 is fixed by welding from the viewpoint of not only the upper stage base but also the shape stability and strength maintenance of the whole base.

  In addition, these lower stage bases and upper stage bases are appropriately manufactured in advance so as to conform to the width dimension and the height dimension based on the bar arrangement design.

  In the construction method of the present invention, the lower gantry of the present invention base shown in FIG. 1 is first placed on the surface of the discarded concrete 1 struck at the underground beam installation location along the underground beam installation position (1,000 to 1,500 mm) apart and placed in parallel in an upright state.

Next, as shown in FIG. 3, a predetermined number of lower rebars 8 are suspended from above on a lower rebar temporary support bar 7 placed on the lower rebar temporary support bar support 5 of the lower pedestal. 3. Next, as shown in FIG. 3, an interval holder 9a is arranged on the lower reinforcing bar 8 and a second lower reinforcing bar 10 is hung from above and arranged, and the lower reinforcing bar is similarly arranged. The interval holding tool 9b is disposed on the reinforcing bar 10, and the third lower reinforcing bar 11 is hung from above and temporarily placed thereon.
By these operations, each lower gantry is stabilized by the weight of the reinforcing bars.

Next, as shown in FIG. 4, the cylindrical members 13 and 13 of the upper column 12 of the upper platform shown in FIG. 2 are placed on the insertion nut 6 on the lower column 2 of the stable lower platform. The height of the upper pedestal is adjusted by rotating the nut 6 screwed into the lower column 2 of the lower pedestal and moving the position up and down.
It can be installed by adjusting the height position of the upper pedestal simply and accurately only by rotating the nut.
When the height of the underground beam is high, a single pipe 18 or the like is inserted into the working scaffold installation hook 17 attached to the upper column 12 of the upper platform, and a scaffold plate is passed over and fixed to the working scaffold 19. Work to install.

  Next, as shown in FIG. 5, a predetermined number of lower upper reinforcing bars 20 are hung from above to be arranged on the lower upper reinforcing bar support member 15 attached to the upper pedestal, and then arranged on the upper column 2. The upper rebar support member 15a is inserted into the welded upper rebar support member receiver 16a, and the second upper rebar 21 is suspended from above and arranged.

  Next, as shown in FIG. 6, the upper reinforcing bar supporting member 15b is inserted into the upper reinforcing bar supporting member receiver 16b, and the upper upper reinforcing bar 22 is suspended from above and arranged.

Next, as shown in FIG. 7, the lower space reinforcing bar 8 is temporarily placed on the lower reinforcing bar temporary support bar 7 with the stirrup bars 23 having open ends on the three sides and engaging portions at both ends thereof. Dive and hook it on the upper rebar in the uppermost position at a predetermined position.
At this time, the lower reinforcing bar 8 is temporarily placed at a position higher than the normal reinforcing bar position, and since a wide space is secured below the lower reinforcing bar, the stirrup bar 23 is easily attached by being hidden in the lower space. be able to.
Next, the core muscle 24 is attached in the vicinity of each stirrup muscle.

  Next, as shown in FIG. 8, the lower reinforcing bars 8, 10, 11 and the distance holders 9 a, 9 b are temporarily lifted slightly (about 10 cm) using a crane or the like, and the lower reinforcing bars temporary support bar 7 is removed. . Thereafter, the lower rebar is lowered to the height of the lower end of the stirrup and the core, and is bound to the stirrup 23 and the core 24 at the normal reinforcement position.

Next, as shown in FIG. 9, the covering bars 25 are arranged in the vicinity of the stirrup muscles from above the upper upper reinforcing bars 22, and the covering bars are bound to the upper reinforcing bars 20, 21, 22.
The covering bar 25 is a three-sided open bottom as shown in FIG. 9, and the engaging portions at both ends shown in FIG. 9 may be omitted.

  Next, as shown in FIG. 10, the abdominal muscle reinforcing bars 26a and 26b are inserted from both the left and right side surfaces of the gantry and bound, and then the width-retaining reinforcing bars 27 and 28 having a structure having locking portions at both ends are provided on the abdominal muscle reinforcing bars. The bar arrangement work is completed by spanning and binding.

DESCRIPTION OF SYMBOLS 1 ... Abandoned concrete surface, 2 ... Lower stage support | pillar, 3 ... Base part, 4 ... Connecting member, 5 ... Lower reinforcement reinforcing bar temporary support rod support, 6 ... Nut, 7 ... Lower reinforcement temporary support rod, 8, 10, DESCRIPTION OF SYMBOLS 11 ... Lower rebar reinforcement, 9a, 9b ... Space | interval holder, 12 ... Upper stage support | pillar, 13 ... Cylindrical member, 14 ... Connection member, 15, 15a, 15b ... Upper rebar reinforcement support member, 16, 16a, 16b ... Upper reinforcement Reinforcing bar support member receiver, 17 ... hook, 18 ... single tube, 19 ... scaffolding, 20, 21, 22 ... upper rebar, 23 ... stirrup muscle, 24 ... core muscle, 25 ... covering muscle, 26a, 26b ... abdominal muscle Reinforcing bars, 27, 28 ... Width stop bars

Claims (2)

  By forming a threaded bar with a male thread structure on the surface, screwing a nut to adjust the height of the upper pedestal, fixing the lower end with a connecting member, and welding the base to the lower end A lower reinforcing bar temporary support bar support that supports the lower reinforcing bar temporary support bar that temporarily supports the lower reinforcing bar at a position higher than the normal reinforcing bar position is provided in the middle part of the lower support column that is independent in parallel. Support the upper rebar in the vicinity of the upper ends of two parallel upper struts, in which a lower base and a cylindrical member inserted with the lower struts and supported by the nuts are provided below, and intermediate portions are fixed by connecting members The member is handed over and one or more upper reinforcing bar supporting member receivers are provided on the upper part thereof, and a single pipe for installing the scaffolding is inserted when the beam height is high and the upper column length becomes a predetermined length or more Structure with hooks in place in the middle of the column This is a method of arranging underground beam reinforcement using a vertical beam stand for underground beam reinforcement, which has an upper stage frame, and arranges a plurality of lower stage racks at intervals along the beam installation location. A step and a step of arranging a predetermined number of lower reinforcing bars on the lower reinforcing bar temporary support bar passed to the lower reinforcing bar temporary support bar support by holding a gap holder between them at a constant interval And inserting the cylindrical member of the upper column into the lower column and adjusting the height of the upper frame by adjusting the position of the nut at the bottom of the frame, and installing the upper frame with the height of the upper column When the length exceeds the specified length, a single pipe is inserted into the hook provided in the middle part of the upper strut, and a work scaffold is installed on the hook. When placing reinforcing bars and arranging upper reinforcing bars in two or more stages, The process of repeating the process of placing the upper rebar support member over the rebar support member receiver and fixing the upper rebar rebar on the support member as many times as necessary, and the upper end open three-sided stirrup muscle at predetermined intervals , A process of inserting from the lower side of the lower reinforcing bar temporarily placed on the lower reinforcing bar temporary support bar, placing it on the upper upper reinforcing bar, a step of arranging the core bar in the vicinity of the stirrup bar, and a lower reinforcing bar And temporarily lifting the space retainer to remove the lower reinforcing bar temporary support bar, then suspending the lower reinforcing bar to the height of the lower end of the stirrup and core bars, and placing them at the normal reinforcing bar position A method for arranging underground beam rebars, which is performed sequentially.   It is a base for reinforcing the reinforcing bars of the underground beam, which is formed with a threaded bar with a male thread structure on the surface, and a nut for adjusting the height of the upper stage base is screwed to this, and the bottom end is A lower reinforcing bar temporary support bar that temporarily supports the lower reinforcing bar at a position higher than the normal reinforcing bar position in the middle part of the lower support column that is fixed by the connecting member and welded to the lower end of the lower column in parallel. A lower support frame that is provided with temporary support bars for lower reinforcing steel bars that support the material, and a cylindrical member that is inserted by the lower support column and supported by the nut is provided below, and intermediate portions are fixed by connecting members. An upper rebar support member is installed near the upper ends of two parallel upper struts, and one or more upper rebar support member receivers are provided on the upper part thereof. The beam height is high and the upper strut length exceeds a predetermined length. Plug a single pipe to install the scaffolding in case of Underground beam reinforcement for vertical separation type cradle comprising a click from the upper frame of the structure provided in the intermediate portion position of the strut.

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