JP5660803B2 - Steel pipe pole joint structure and steel pipe pole joined thereby - Google Patents

Description

  The present invention relates to a steel pipe pole joining structure for spanning a ball-proof net provided in, for example, a golf driving range, and a steel pipe pole joined thereby.

For example, at golf driving ranges and golf courses, multiple pillars (steel pipe poles) are set up around the site and inside and outside the course, and a net is stretched over the pillars to prevent the golf balls from splashing outside the field. doing.
Since such a strut usually reaches several tens of meters, a plurality of different-diameter pipes having a length of 10 to 15 m that can be transported are sequentially joined on-site and erected on the ground.

As shown in FIG. 20, the flange 103 having a larger diameter is welded to the upper end portion of the lower steel pipe 101 and the outer periphery of the lower steel pipe 101 and the lower surface of the flange 103 are joined to such a joint structure of different diameter pipes. A plurality of ribs 104 are welded to each other and fixed integrally. Similarly, a flange 105 having the same diameter as the flange 103 is welded to the lower end of the upper steel pipe 102 and the outer periphery of the upper steel pipe 102 and the flange 105 are A plurality of ribs 106 are welded and joined together with the upper surface.
Then, there is one in which the flange 105 of the upper steel pipe 102 is abutted against the flange 103 of the lower steel pipe 101 and is fastened with a plurality of high-tensile bolts and nuts 107 so that both are integrally joined.

  In the steel pipe pole joining structure as described above, since both the flanges 103 and 105 protrude greatly from the outer circumferences of the both steel pipes 101 and 102, not only the appearance is bad, but also the steel pipe pole joined in this way is connected to the net. When stretching the cable, the net may be caught on the flanges 103 and 105 and may not be smoothly stretched. Even after the net is stretched, the net may be waved by the wind and caught on the flanges 103 and 105, resulting in damage to the net. There was something to do.

  In order to solve such problems, the rear end edge of the small-diameter pipe is held against the bottom plate of the large-diameter pipe by inserting the rear end of the upper small-diameter pipe into the tip of the lower large-diameter pipe. The vertical direction is positioned, and the rear end of the small-diameter pipe is automatically centered by being fitted into the first centering rib. At the same time, the second centering rib of the small-diameter pipe is fitted into the tip of the large-diameter pipe. Then, the second centering rib of the small diameter tube is welded and fixed to the leading edge of the large diameter tube, and between the leading end of the large diameter tube and the rear end portion of the small diameter tube. There is one in which both pipes are completely connected without a gap by filling the gap with a reinforcing filler (see, for example, Patent Document 1).

JP-A-7-71428 (page 3-4, FIGS. 1-4)

  In the invention of Patent Document 1, the rear end portion of the small-diameter pipe is inserted and connected to the front end portion of the large-diameter pipe by about 2 m. However, the length of the steel pipe is about 10 to 15 m due to transportation problems. Therefore, the length of the small-diameter pipe protruding from the large-diameter pipe is about 2 m shorter than the original length of the small-diameter pipe. Therefore, a steel pipe pole having a height of several tens of meters connecting n steel pipes is formed. In this case, it is shorter by 2 m × (n−1) than the total length of the n steel pipes. For this reason, the number of steel pipes must be increased accordingly, and there is a problem that the cost increases.

  Moreover, since it is necessary to cast concrete between the large diameter pipe and the small diameter pipe inserted into the large diameter pipe, the construction is extremely troublesome and the construction period is also long.

  The present invention has been made in order to solve the above-described problems. By effectively utilizing the entire length of the steel pipe, the number of steel pipes used can be reduced, and the concrete is placed between the upper and lower steel pipes at the construction site. It is an object of the present invention to provide a steel pipe pole joining structure that can be easily constructed and can reduce the cost, and a steel pipe pole joined thereby.

The steel pipe pole joining structure according to the present invention is provided with a donut-shaped upper flange having the same diameter as or slightly larger than the outer diameter of the steel pipe at the upper end of the steel pipe, and the lower surface of the upper flange and the steel pipe. A plurality of support ribs are provided at substantially equal intervals in the circumferential direction between the inner peripheral surface and a lower steel pipe in which a bolt insertion hole is provided in the upper flange between adjacent support ribs, and a smaller diameter than the lower steel pipe A lower flange having the same diameter and the same structure as the upper flange of the lower steel pipe is provided at the lower end of the lower steel pipe, and a plurality of flanges are provided at substantially equal intervals in the circumferential direction between the upper surface of the lower flange and the outer peripheral surface of the steel pipe. And an upper flange having the same diameter as or slightly larger than the outer diameter of the steel pipe and substantially the same structure as the upper flange of the lower steel pipe at the upper end of the steel pipe. Circumference between the inner peripheral surface of the steel pipe An upper steel pipe provided with a plurality of support ribs at substantially equal intervals in the direction, a bolt inserted from between adjacent support ribs of the lower steel pipe and inserted into a bolt insertion hole provided in the upper flange, and the adjacent A bolt holding means provided between the supporting ribs for holding the bolt , and the bolt holding means is a drop fixed to the supporting rib with an interval through which the head of the bolt can pass. And a holding plate inserted between the fall prevention plate and the head of the bolt after the bolt passes through the gap and is inserted into the bolt insertion hole. The lower flange of the upper steel pipe is abutted against the upper flange of the steel pipe, and the upper steel pipe is integrally joined to the lower steel pipe by the bolt inserted into the bolt insertion holes of both flanges.

  Further, the bolt holding means includes a press plate formed in a disk shape slightly smaller in diameter than the inner diameter of the lower steel pipe and provided with a cut portion corresponding to the support rib on the outer periphery, and a lower end portion of the press plate. A screw rod fixed to the upper surface of the central portion, a support plate in which a through hole provided in the central portion is loosely fitted to the screw rod, and a nut screwed to the screw rod above the support plate, The support plate is inserted into the lower steel pipe and the support plate is fixed to the upper flange, and the presser plate is held at a position where the cut portion sandwiches the support rib.

  The steel pipe pole according to the present invention is formed by sequentially joining a plurality of upper steel pipes, which have the same structure as the upper steel pipe and become smaller in diameter as the upper steel pipe is joined to the lower steel pipe by any of the above. It is a thing.

  According to the present invention, the number of steel pipes used can be reduced, and it is not necessary to place concrete between the upper and lower steel pipes, so that the construction is easy and the construction period can be shortened. In addition, a highly reliable steel pipe pole joining structure and a steel pipe pole joined thereby can be obtained.

It is explanatory drawing of the joining structure of the steel pipe pole which concerns on Embodiment 1 of this invention. It is explanatory drawing of the principal part of the lower steel pipe of FIG. 1, a top view, and AA sectional drawing. It is explanatory drawing of the principal part of the upper steel pipe of FIG. 1, and its BB sectional drawing. It is explanatory drawing of the bolt holding means of FIG. FIG. 3 is an explanatory diagram showing a joining procedure of the upper steel pipe to the lower steel pipe of the first embodiment. It is explanatory drawing of the joining procedure following FIG. It is explanatory drawing of an example of the volt | bolt which joins a lower steel pipe and an upper steel pipe. It is explanatory drawing of the Example of the steel pipe pole joined by FIG. 5, FIG. It is explanatory drawing of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 2 of this invention. It is explanatory drawing of the other example of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 2 of this invention. It is explanatory drawing of the further another example of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 2 of this invention. It is explanatory drawing of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 3 of this invention. It is explanatory drawing of the other example of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 3 of this invention. It is explanatory drawing of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 4 of this invention. It is explanatory drawing of the other example of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 4 of this invention. It is explanatory drawing of the further another example of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 4 of this invention. It is the front explanatory drawing and plane explanatory drawing of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 5 of this invention. It is action | operation explanatory drawing of the bolt holding means of FIG. It is operation | movement explanatory drawing following FIG. It is explanatory drawing of the joining structure of the conventional steel pipe pole.

[Embodiment 1]
1-3 is explanatory drawing of the joining structure of the steel pipe pole which concerns on Embodiment 1 of this invention. In the following drawings, a part is omitted or a part is exaggerated for easy explanation. Moreover, the numerical value shown below shows the example, and is not limited to this.

In FIG. 1, 2a is a lower steel pipe which is the lowermost steel pipe of a steel pipe pole 1 constructed by joining a plurality of different diameter steel pipes in the vertical direction, and 2b is a lower steel pipe whose lower end is integrally joined to the lower steel pipe 2a. It is an upper steel pipe having a diameter smaller than 2a.
As shown in FIG. 2, the lower steel pipe 2a is made of, for example, a steel pipe having an axial length L: 12 m, an outer diameter D: 1.7 m, and a wall thickness t: 18 mm. _4. A donut-shaped flange 3 (hereinafter referred to as an upper flange) having a diameter of 1.74 m, an inner diameter D _{5 of} 1.4 m, and a plate thickness t _{2 of} 36 mm is concentrically welded (the upper flange 3 and a later-described flange). The plate thickness of the lower flange is about twice the wall thickness of the steel pipe to which the flange is joined).

  A plurality of support ribs 5 are welded and joined at substantially equal intervals in the circumferential direction between the inner peripheral surface of the lower steel pipe 2a and the lower surface of the upper flange 3. Drop prevention plates 6 and 6 are provided substantially horizontally on both sides in the vicinity or slightly above. Reference numeral 4 denotes a bolt insertion hole provided between the adjacent support ribs 5 and 5 on the inner peripheral side of the upper steel pipe 2 a of the upper flange 3.

As shown in FIG. 3, the upper steel pipe 2b is made of, for example, a steel pipe having an axial length L ₁ : 15 m, an outer diameter D ₂ : 1.5 m, and a wall thickness t ₁ : 15 mm, and D−D ₂ = 200 mm. It is about. A flange 7 (hereinafter referred to as a lower flange) having the same outer diameter and the same structure as the upper flange 3 of the lower steel pipe 2a (hereinafter, the plate thickness is about 30 mm) is concentrically welded to the lower end portion. A plurality of support ribs 9 are welded and joined at substantially equal intervals between the outer periphery of the upper steel pipe 2b and the upper surface of the lower flange 7.

  In addition, a donut-shaped flange 10 (hereinafter referred to as an upper flange) having an outer diameter of 1.54 m, an inner diameter of 1.3 m, and a plate thickness of 30 mm is concentrically welded to the upper end of the upper steel pipe 2b. Between the inner peripheral surface of 2b and the lower surface of the upper flange 10, a plurality of support ribs 12 provided with drop prevention plates 13 on both side surfaces are welded and joined at substantially equal intervals in the circumferential direction. The upper flange 10 has a smaller diameter than the upper flange 3 of the lower steel pipe 2a, but has substantially the same structure, and a bolt insertion hole 11 is provided between the support ribs 12.

  In the above description, the case where the outer diameter of the upper flanges 3 and 10 is slightly larger than the outer diameter of the lower steel pipe 2a or the upper steel pipe 2b (projecting about 20 mm from the outer periphery of both the steel pipes 2a and 2b) is shown. , 10 may be formed equal to the outer diameter of the lower steel pipe 2a or the upper steel pipe 2b, or may protrude from the outer periphery of the lower steel pipe 2a or the upper steel pipe 2b within a range of about 50 mm (described later). The same applies to the upper steel pipes 2c to 2e).

Reference numeral 15 denotes a high-tensile bolt / nut (hereinafter simply referred to as a bolt) which is inserted into bolt insertion holes 4 and 8 provided in the upper flange 3 of the lower steel pipe 2a and the lower flange 7 of the upper steel pipe 2b and joined together. It is.
As shown in FIGS. 4 (a) and 4 (b), bolts are provided between the anti-falling plates 6 and 6 of the adjacent support ribs 5 and 5 provided between the lower steel pipe 2a and the upper flange 3, respectively. Since the gap g larger than the diameter of the head 15 is formed, the threaded portion of the bolt 15 inserted from the central opening 3 a of the upper flange 3 is inserted into the bolt of the upper flange 3 from between the fall prevention plates 6 and 6. The head 4 is inserted through the hole 4 and the head thereof is positioned above the fall prevention plates 6 and 6.

  However, since the bolt 15 falls from between the fall prevention plates 6 and 6 in this state, after inserting the bolt 15 into the bolt insertion hole 4, the adjacent fall prevention plates 6 and 6 and the head of the bolt 15 The presser plate 16 is inserted between them and the bolt 15 is held to prevent the fall. In order to prevent the holding plate 16 from moving or dropping, the holding plate 16 is fixed to both or one of the fall prevention plates 6 and 6 by spot welding, for example (in the following description, the bolt 15 is held). This means is called bolt holding means 20).

  Next, an example of the joining procedure of the steel pipe pole according to the present embodiment will be described with reference to FIGS. Note that the upper flange 3 of the lower steel pipe 2a, the support rib 5 having the fall prevention plate 6, the lower flange 7, the support rib 9, the upper flange 10 and the support rib 12 having the fall prevention plate 13 of the upper steel pipe 2b are prepared in advance in the factory. Etc., and transport this to the construction site. In this case, depending on the situation, the upper and lower flanges 3, 7, 10, the support ribs 5, 9, 12, etc. may be attached at the construction site.

  First, as shown in FIG. 5 (a), a construction hole 41 is excavated in the ground 40, and a shackle of a crane (not shown) of a heavy machine is used, for example, a bolt insertion hole facing the upper flange 3 of the lower steel pipe 2a. The lower steel pipe 2a is lifted by hooking on the wire attached to 4 and lowered into the erection hole 41 until the upper opening is substantially flush with the ground surface, and is buried and consolidated.

Next, as shown in FIG. 5 (b), the bolt 15 is inserted into the lower steel pipe 2 a from the central opening 3 a of the upper flange 3, and the fall prevention plates 6, 6 provided on the adjacent support ribs 5, 5 are inserted. The screw part is inserted upward through the bolt insertion hole 4 of the flange part 3.
Next, as shown in FIG. 5 (c), a presser plate 16 is inserted between the fall prevention plates 6 and 6 and the head of the bolt 15, and the bolt 15 is held in that position and is prevented from falling by welding or the like. Fix to plates 6 and 6.

  Next, as shown in FIG. 5 (d), the upper steel pipe 2b is lifted by a crane and carried onto the lower steel pipe 2a, and the bolt 15 protruding from the bolt insertion hole 4 of the upper flange 3 of the lower steel pipe 2a is The bolt insertion hole 8 of the flange 7 is aligned and positioned. Then, as shown in FIG. 6 (e), the upper steel pipe 2b is lowered and the lower flange 7 is abutted against the upper flange 3 of the lower steel pipe 2a. At this time, the bolt 15 protruding from the bolt insertion hole 4 of the flange 3 of the lower steel pipe 2a is inserted into the bolt insertion hole 8 of the lower flange 7 of the upper steel pipe 2b.

  Finally, as shown in FIG. 6F, a nut is screwed onto the bolt 15 and tightened. By tightening all the bolts 15 over the entire circumference, the upper steel pipe 2b is firmly fixed to the lower steel pipe 2a.

  In this case, a torcia-type super high-strength bolt as shown in FIG. 7 is used as the bolt 15, and a gripping portion 15 a provided at the tip of the screw portion protruding from the bolt insertion hole 8 from the upper surface side of the flange 7 is used as a shear wrench. To prevent the rotation of the bolt 15 and tighten the nut screwed to the threaded portion to securely fix the flanges 3 and 7, and when the tightening is finished, the gripping portion 15a at the tip is automatically Therefore, it is very convenient and the work efficiency can be improved. Note that the above steel tube pole joining procedure is an example, and can be appropriately changed depending on the situation of the construction site.

  FIG. 8 is an explanatory view of the steel pipe pole 1 in which the upper steel pipe 2b and the second to fourth upper steel pipes 2c to 2e having different diameters are sequentially joined to the lower steel pipe 2a embedded in the ground 40 by the above procedure. . The second to fourth upper steel pipes 2c to 2e have a smaller diameter toward the top, but have substantially the same structure as the above-described upper steel pipe 2b. However, the upper flange and the support rib of the upper end portion of the fourth upper steel pipe 2e are omitted, and a net hanging bracket 17 is provided near the upper end portion.

Table 1 shows the specifications of the steel pipes 2a to 2e constituting the steel pipe pole 1 of this embodiment.
Then, the upper steel pipe 2b is joined to the lower steel pipe 2a embedded in the ground 40 by the above-mentioned procedure, and then the second upper steel pipe 2c is joined to the upper steel pipe 2b by the same procedure. The third and fourth upper steel pipes 2d and 2e were sequentially joined to construct a steel pipe pole 1 having a height of about 61 m (including the thickness of each flange) from the ground surface. If necessary, as shown by a broken line in FIG. 8, a frustoconical cover plate 18 may be provided on the outer periphery of the joint.

  In the above description, a case where the steel pipe pole 1 is configured by sequentially joining five different diameter steel pipes including the lower steel pipe 2a is shown, but the number of different diameter steel pipes to be joined is not limited to this, and construction The number can be adjusted according to the local situation. Moreover, the numerical value shown in Table 1 shows the example, and is not limited to this.

  According to the present embodiment, a flange is provided at the upper end and / or lower end of a plurality of different diameter steel pipes to be joined vertically, and the different diameter steel pipes are sequentially joined upward via this flange. Therefore, the full length of a different diameter steel pipe can be used effectively. For this reason, when constructing steel pipe poles of the same height, the number of different diameter steel pipes can be reduced or shorter diameter different diameter steel pipes can be used as compared with the conventional joining method as in Patent Document 1. In addition, since concrete is not placed between the upper and lower different diameter steel pipes, the cost can be reduced and the construction period can be shortened.

  Also, the flange provided at the upper end of the steel pipe located at the lower part is the same as or slightly protruding from the outer circumference of the steel pipe, and the bolts for fixing the upper and lower flanges are provided in the steel pipe located at the lower part. Therefore, it looks good, and it is difficult for the net to be caught at the joint due to the wavy phenomenon during and after the expansion of the net.

[Embodiment 2]
9-11 is explanatory drawing of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 2 of this invention. In addition, the same code | symbol is attached | subjected to the part of the same structure as Embodiment 1, or the same function.
As shown in FIG. 9 (c), the bolt holding means 20 in FIG. 9 includes a holding plate 16 and a fall prevention plate 6, by a clip 21 (hereinafter referred to as a holding clip) made of an elastic metal plate or synthetic resin material. 6 and either one or both of them are fixed, and the bolt 15 is held. Thereby, the welding of the presser plate 16 to the fall prevention plates 6 and 6 can be omitted, and the fixing work of the presser plate 16 is simple.

  The bolt holding means 20 in FIG. 10 uses a holding clip 21a that is wider than the holding clip 21 in FIG. 9C (the width is wider than the gap g between the anti-drop plates 6 and 6). The both sides of the clip 21a are connected with the drop prevention plates 6 and 6 sandwiched therebetween, and the bolt 15 is held on the upper surface thereof. Thereby, the presser plate 16 becomes unnecessary and the welding work can be omitted.

  In FIG. 11, the bolt holding means 20 is constituted by the anti-falling plates 6 and 6 facing each other, the spring seat 23 larger than the gap g between them, and the coil spring 22 provided integrally therewith. Then, by interposing a spring 22 having a spring seat 23 between the fall prevention plates 6 and 6 and the head of the bolt 15, the bolt 15 is pushed up to prevent the fall and the spring force is applied to the spring. The seat 23 is pressure-bonded to the fall prevention plates 6 and 6 so as to prevent movement and fall. According to this example, the structure is simple, no welding is required, and the insertion between the fall prevention plates 6 and 6 and the bolt 15 is easy.

[Embodiment 3]
12 and 13 are explanatory diagrams of the bolt holding means in the steel pipe pole joining structure according to Embodiment 3 of the present invention. In addition, the same code | symbol is attached | subjected to the part of the function same or similar to Embodiment 1,2.
In the first and second embodiments, the case where the fall prevention plates 6 and 6 are provided on the support ribs 5 and 5 and the fall prevention means 20 is configured by using the fall prevention plates 6 and 6 as components is shown. The fall prevention means 20 according to the embodiment is such that the fall prevention plates 6 and 6 are omitted.

  The bolt holding means 20 in FIG. 12 welds and joins metal holding clips 21b, which are shorter than the holding clips 21 in FIG. 9C, to both side surfaces of the support ribs 5 and adjacent support ribs 5 and 5. The metal holding clip 21c, which is short and wide, is welded to the inner wall of the lower steel pipe 2a.

Then, both side edges of the presser plate 16 are inserted into the holding clips 21b and 21b facing each other, and the tip ends thereof are inserted into the holding clips 21c, and the presser plate 16 is clamped by these holding clips 21b, 21b and 21c at three points. Thus, the bolt 15 is held.
According to this example, welding work at the construction site is unnecessary, and the presser plate 16 can be easily and reliably fixed.

The bolt holding means 20 in FIG. 13 welds and joins the head of the support bolt 24 to the lower surface of the upper flange 3 on the inner side (center side) between the adjacent support ribs 5 and 5, and Bolt fitting holes 16a for fitting the support bolts 24 are provided on the inner side.
In this example, the bolt 15 is inserted into the bolt insertion hole 4 of the upper flange 3 from between the adjacent support ribs 5, 5, and then the bolt fitting hole 16 a of the holding plate 16 is fitted to the support bolt 24. Secure with nuts from below. Thereby, the bolt 15 is held by the presser plate 16.

In this example, as indicated by a broken line, a substantially U-shaped locking portion 25 is welded to the inner wall of the lower steel pipe 2a between the support ribs 5 and 5, and the presser plate 16 is connected to the locking portion 25. The tip portion may be fitted and locked. Thereby, the presser plate 16 can be more firmly fixed.
According to this example, the welding work in the field is unnecessary and the presser plate 16 can be reliably fixed.

[Embodiment 4]
14-16 is explanatory drawing of the bolt holding means in the joining structure of the steel pipe pole which concerns on Embodiment 4 of this invention. In addition, the same code | symbol is attached | subjected to the part of the function same or similar to Embodiment 1-3.
In the first and second embodiments, the fall prevention plates 6 and 6 provided on the support ribs 5 and 5 and the presser plate 16 are constituent elements of the bolt holding means 20, and in the third embodiment, the fall prevention plate 6 is used. However, the bolt holding means 20 according to the present embodiment omits both the fall prevention plate 6 and the presser plate 16.

The bolt holding means 20 of FIG. 14 is configured to hold the bolt 15 directly by a holding clip 26 fitted to the adjacent support ribs 5 and 5 from below.
The holding clip 26 according to this example is formed by bending a metal plate having elasticity or molding synthetic resin, and as shown in FIG. 14 (b), both ends are bent outward at substantially right angles. The holding piece 26a is formed.

In the bolt holding means 20 configured as described above, the bolt 15 is inserted between the support ribs 5 and 5 and the threaded portion is inserted into the bolt insertion hole 4 of the upper flange 3. The holding clip 26 is fitted to 5 from below and clamped. At this time, the holding piece 26a is in a substantially horizontal state and holds the bolt 15.
According to this example, no welding work is required on site, and the fall prevention plate 6 and the presser plate 16 are also unnecessary, so that the structure is extremely simple and the cost can be reduced. It is easy to attach the holding clip 26 and hold the bolt 25.

The bolt holding means 20 in FIG. 15 is made of, for example, rubber, and is constituted by a cap 27 having a flange 27a on the outer periphery of the opening.
In this example, the lower part of the bolt 15 inserted between the support ribs 5 and 5 into the bolt insertion hole 4 of the upper flange 3 is covered with a cap 27, and the flange 27a is adhered to the lower surface of the upper flange 3 with an adhesive. is there.
Also in this example, the structure is very simple, and the bolt 15 can be held and fixed to the upper flange 3 easily, so that the cost can be reduced.

  The bolt holding means 20 in FIG. 16 is formed by, for example, pressing a metal plate or molding a synthetic resin, and has a plurality of locking pieces 28a (three cases are shown in the figure) on the outer periphery of the opening at equal intervals. And the same number of locking portions 29 as the locking pieces 28a of the cap 28 attached by welding or the like at equal intervals along the outer periphery of the cap 28 on the lower surface of the upper flange 3. In this configuration, a locking groove 29 a that opens in the circumferential direction is formed between the lower surface of the upper flange 3 and the locking portion 29.

In this example, the lower part of the bolt 15 inserted between the support ribs 5 and 5 into the bolt insertion hole 4 of the upper flange 3 is covered with the cap 28, and the locking piece 28 a is brought into contact with the lower surface of the upper flange 3 to indicate the arrow. The locking piece 28a is locked in the locking groove 29a of the locking portion 29 and fixed. Thereby, the bolt 15 is held by the cap 28.
Also in this example, the structure is simple and the cap 28 holding the bolt 15 can be securely fixed to the upper flange 3.

[Embodiment 5]
FIG. 17 is an explanatory view of the bolt holding means in the steel pipe pole joining structure according to the fifth embodiment of the present invention, and FIGS. The same parts as those in the first embodiment are denoted by the same reference numerals.
In the present embodiment, the bolt holding means is configured based on the idea different from the first to fourth embodiments. Hereinafter, the bolt holding means according to the present embodiment is applied to the lower steel pipe 2a of FIGS. The case where 20 is implemented is demonstrated.

In FIG. 17, reference numeral 20 denotes a bolt holding means, which is made of a metal plate such as a steel plate, a hard synthetic resin plate, or the like, and has a holding plate 31 on a circular plate whose outer diameter D ₆ is slightly smaller than the inner diameter D ₁ of the lower steel pipe 2a. And a plurality of cut portions 32 corresponding to the support ribs 5 provided on the lower steel pipe 2a. Reference numeral 33 denotes a screw rod whose lower end 34 is fixed to the center of the upper surface of the presser plate 31. A handle 33 a is provided on the upper portion of the screw rod 33.

35 is slightly shorter substantially rectangular support plate than the inner diameter D ₅ of the central opening 3a of the upper flange 3, which is loosely fitted into the through hole 36 threaded rod 33 provided in the center, the screw inserted through the opposite end portions A hole 37 is provided. A nut 38 is screwed onto the screw rod 33 above the support plate 35.

Next, the operation of the present embodiment will be described with reference to FIGS.
First, the bolt holding means 20 is inserted into the lower steel pipe 2a from below the lower steel pipe 2a, and the support plate 35 is provided to face the lower surface of the upper flange 3, and the inner front end thereof is the central opening of the upper flange 3. The holding plate 16a protruding into the portion 3a is fixed with bolts and nuts 39.

Then, the screw rod 33 is raised, the presser plate 31 connected thereto is raised, and the presser plate 31 is positioned below the support rib 5 or each notch 32 sandwiches the lower part of the support rib 5, and the nut 38. Is rotated and lowered to contact the support plate 35 to hold the presser plate 31 in that position.
In this state, the bolt 15 is inserted into the lower steel pipe 2a from the central opening 3a of the upper flange 3, the bolt 15 is inserted from below into each bolt insertion hole 4, and a nut is screwed from the upper surface side of the upper flange 3. Temporarily stop. Although FIG. 18A shows a case where the head of each bolt 15 and the presser plate 31 are separated from each other, they may be brought into contact with each other.

Next, the screw rod 33 is pulled up and the presser plate 31 fixed to the screw rod 33 is raised. At this time, each notch 32 of the presser plate 31 rises along the support rib 5, and as shown in FIG. 19, abuts against the head of each bolt 15 and holds it up. Next, the nut 38 is rotated and lowered, and is brought into contact with the support plate 35 to hold the presser plate 31 in that position. In this state, the nut of the bolt 15 is removed.
When the upper steel pipe 2b is joined to the lower steel pipe 2a, each bolt insertion hole 8 provided in the lower flange 7 of the upper steel pipe 2b is fitted to the bolt 15 and integrated with a nut, as in FIG. Fix it.

  In the above description, the support plate 35 of the bolt holding means 20 is formed slightly shorter than the inner diameter of the central opening 3a of the upper flange 3 and fixed to the holding plate 16a provided on the upper flange 3, The plate 35 is formed longer than the inner diameter of the central opening 3 a of the upper flange 3, the holding plate 16 a is omitted, and both ends of the support plate 35 are fixed to the lower surface of the upper flange 3 directly or using the support rib 5. Also good.

  Further, in the above description, the case where the presser plate 31 and the support plate 35 of the bolt holding means 20 are formed so as to correspond to the inner diameter of the lowermost lower steel pipe 2a and the inner diameter of the central opening 3a of the upper flange 3 is shown. However, for example, as shown in FIG. 8, the bolt holding means 20 respectively installed on the upper steel pipes 2b, 2c, and 2d sequentially joined on the lower steel pipe 2a includes The one formed corresponding to the central opening of is used.

  According to the present embodiment, since the holding plate 31 of the bolt holding means 20 can be held at the same time only by moving the screw rod 33 up and down and holding it with the nut 38, the construction can be performed. It is easy and the working time can be shortened.

  1 Steel pipe pole, 2a Lower steel pipe, 2b-2e Upper steel pipe, 3,10 Upper flange, 7 Lower flange, 4,8,11 Bolt insertion hole, 5,9,12 Support rib, 6,13 Fall prevention plate, 15 bolt , 16 Presser plate, 20 Bolt holding means, 21, 21a-21c Holding clip, 22 Coil spring, 23 Spring seat, 24 Support bolt, 25 Locking part, 26 Holding clip, 26a Holding piece, 27, 28 Cap, 28a Stop piece, 29 Locking part, 31 Presser plate, 32 Notch part, 33 Screw rod, 35 Support plate, 38 Nut.

Claims (3)

A donut-shaped upper flange having a diameter equal to or slightly larger than the outer diameter of the steel pipe is provided at the upper end portion of the steel pipe, and substantially in the circumferential direction between the lower surface of the upper flange and the inner peripheral surface of the steel pipe. A plurality of support ribs are provided at equal intervals, and a lower steel pipe in which a bolt insertion hole is provided in the upper flange between the adjacent support ribs;
A lower flange of the same diameter as the upper flange of the lower steel pipe is provided at the lower end of the steel pipe having a smaller diameter than the lower steel pipe, and in a circumferential direction between the upper surface of the lower flange and the outer peripheral surface of the steel pipe. A plurality of support ribs are provided at substantially equal intervals, and an upper flange having the same or slightly larger diameter as the outer diameter of the steel pipe is provided at the upper end portion of the steel pipe and substantially the same as the upper flange of the lower steel pipe, An upper steel pipe provided with a plurality of support ribs at substantially equal intervals in the circumferential direction between the upper flange and the inner peripheral surface of the steel pipe;
A bolt inserted from between adjacent support ribs of the lower steel pipe and inserted into a bolt insertion hole provided in the upper flange;
Anda bolt holding means for holding the bolt is provided between the support ribs of the adjacent,
The bolt holding means includes a fall prevention plate fixed to the support rib with an interval through which the head of the bolt can pass, and after the bolt is inserted into the bolt insertion hole through the interval. A presser plate inserted between the fall prevention plate and the head of the bolt,
A steel pipe pole joining structure characterized in that a lower flange of the upper steel pipe is abutted against an upper flange of the lower steel pipe, and the upper steel pipe is integrally joined to the lower steel pipe by the bolts inserted into bolt insertion holes of both flanges. . A donut-shaped upper flange having a diameter equal to or slightly larger than the outer diameter of the steel pipe is provided at the upper end portion of the steel pipe, and substantially in the circumferential direction between the lower surface of the upper flange and the inner peripheral surface of the steel pipe. A plurality of support ribs are provided at equal intervals, and a lower steel pipe in which a bolt insertion hole is provided in the upper flange between the adjacent support ribs;
A lower flange of the same diameter as the upper flange of the lower steel pipe is provided at the lower end of the steel pipe having a smaller diameter than the lower steel pipe, and in a circumferential direction between the upper surface of the lower flange and the outer peripheral surface of the steel pipe. A plurality of support ribs are provided at substantially equal intervals, and an upper flange having the same or slightly larger diameter as the outer diameter of the steel pipe is provided at the upper end portion of the steel pipe and substantially the same as the upper flange of the lower steel pipe, An upper steel pipe provided with a plurality of support ribs at substantially equal intervals in the circumferential direction between the upper flange and the inner peripheral surface of the steel pipe;
A bolt inserted from between adjacent support ribs of the lower steel pipe and inserted into a bolt insertion hole provided in the upper flange;
Anda bolt holding means for holding the bolt is provided between the support ribs of the adjacent,
The bolt holding means includes a pressing plate formed in a disk shape slightly smaller in diameter than the inner diameter of the lower steel pipe and provided with a cut portion corresponding to the support rib on the outer periphery, and a lower end portion being a central portion of the pressing plate A screw rod fixed to the upper surface, a support plate in which a through hole provided in the center is loosely fitted to the screw rod, and a nut screwed to the screw rod above the support plate,
Inserted into the lower steel pipe to fix the support plate to the upper flange, hold the presser plate at a position where the cut portion sandwiches the support rib,
A steel pipe pole joining structure characterized in that a lower flange of the upper steel pipe is abutted against an upper flange of the lower steel pipe, and the upper steel pipe is integrally joined to the lower steel pipe by the bolts inserted into bolt insertion holes of both flanges. . The upper steel pipe joined to the lower steel pipe according to any one of claims 1 and 2 is configured by sequentially joining a plurality of upper steel pipes having a diameter substantially smaller as it becomes the upper part in substantially the same structure as the upper steel pipe. Features a steel pipe pole.

Images