JPS5985074A - Non-engaging and non-adhering repairing of existing cable - Google Patents

Abstract

(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

[Detailed Description of the Invention] This invention takes advantage of the existing pools related to the construction of concrete concrete and utilizes the existing boule structure to create a metal welded pool. Is it easy to plant crops? This is related to the development of the non-stop and non-folding renovation method.Renovation of this type of dilapidated pool in the past involved folding the pool frame and sanding. The coating of waterproof mortar, etc., was applied immediately, and the coating was not as planned, resulting in a 1.5mm drag. Due to the age of the pool structure and fleas, there were countless cracks all over the surface of the structure, and there was insufficient water to prevent water leakage. It is difficult to prevent leakage of water during EE processing, requires many workers for the folding process, generates a large amount of noise, abrasive concrete waste, etc., and is not necessary. However, it was difficult to find a satisfactory repair method.

Father, even in the so-called cosmetic renovation method where metal plates are attached to the existing concrete frame, does the intervening metal plate have sufficient water pressure resistance? Existing frame and stretched metal plate 1iI to maintain
A large number of reinforcing backing materials are arranged, fl, r, f$
+ All anchor etc? As a result, the IE model was integrated, and the repair gunsmith required a lot of sharpening work and anchor driving work.

The repair method according to the present invention was devised by the headquarters in view of the eave cutting modification method, and it is designed to improve the strong load-bearing top function of the existing frame. Without hesitation, we utilized that talent and supported the newly constructed metal plate of the pool with the cushion of the sand bunker on the r side, thereby preventing accidents such as ruptures at the joint edge of the newly constructed pool. Suppression! As a result, we have eliminated the need for intervening a special reinforcing lining material, and by removing the existing jacket flange tube by elution treatment 1ζ at the end of the joint tube, there is no need to cut out the folding seam at the existing body. That is.

The method of repairing an existing swimming pool according to the present invention is shown in the attached drawings and will be explained below with reference to an actual example.First, the method of the first invention is applied to the bottom of the frame of an existing pool (the four peripheries of (lower edge of the newly installed pool side wall plate (11)? Concrete foundation part 6I to verify authenticity 15)
At this time, the new pool + tllll tube plate (channel material, etc. to be attached to the existing or old connecting member C33? at the bottom of the ill) will be installed. Fastening member (g)r?Mukurocon ηLeat base part 61
), and if a heavy member is attached with a channel, the concrete foundation O
The concave portion of the channel material faces upward on the upper surface of the υ. In addition, the connecting member c3 is an angle member with a T-shaped cross section as shown in FIG. -IFrl towards the bottom of @ e bottom plate) 5)
A mode in which the IB is welded to the bottom plate (5) is also planned.

Next, the grating +m of the existing drainage basin (2) provided on the bottom g (1) of the existing pool is removed, and this grating is attached to the new drainage basin 13171- in the concave step 12) a.
It is installed vertically with ☆ through the backing 14), and what is the height of this square 13)? I-Hamata boule 1 with face plate (
The dimensions are set to reach the tensioning level of 5).

In addition, the drainage basin 13) (the main pipe is 1 fukushi f, and the outer periphery of the lower end is engraved) a, and the upper end is 8. Weld the flange 13)b to the cylinder ← 4, and insert the bolt (6) installed in the existing drainage basin 12) into the flange 13)a (121a), Togaku t Z, t 5 + As well as Tsuba 1: ↓ Put temporary (5) on lb > ML, te, integrally connect the basin 13) and &15) 1jJi L, , the existing drainage basin 12) and the new drainage basin 1; 3) Watertight te with! ! It was established by

Father, I attached gray senging (7)) on the inner circumference technique in the box 13) C, and this? Bolt 8) is designed to be defeated by 1,)s.

Installation of MU board (5)? Motte Masu +31 No4 +31
It is designed so that the gray ring (7) is housed within the concave step formed on the c surface.

The existing circulating water discharge pipe (9) I is connected to the existing circulating water discharge pipe (9) and the newly installed circulating water discharge pipe marked U. 1101 is prepared as an integrated opening in the side wall plate 011 of the newly constructed pool, and a universal part 0 ar is installed in the middle.
The pipe end is inserted into the discharge pipe (9) so that the IF8 comes out.

Next, the frame of the existing pool 1u11! In order to attach the positioning angle α3 to the water groove part (141) so that it protrudes 11 degrees inward from +21, cast all anchors (151+) in the core part I, and after tightening angle 03, At the end of angle a3, there is a joint member (3 Make sure to use the old method, and do not set the positioning tension.

In addition, the side counterfeit plate 011 to be stretched (O) is tied at a predetermined interval ζ reinforcing angle 161~(1 mark, and the plate H is warped and bulged'
This has already been done to ensure that S is suppressed.

In this way, the drainage basin 13) and the discharge pipe (101) are installed at the same time as 11111 m' in the joint part bO, which was installed 11 below the wall plate (a + wall plate + tn with the completion of the leveling of Ill). 33B and drainage basin 13) l# 131 b
With this as the pouring level, a bottom pressure cushion 17an'e of river sand or mountain sand is poured at the bottom of the existing pool.

This was then rolled and pressed, and then this cushioning material (in the form of a cushioning material) was covered with a ferrule plate (!5) on the side a of the 31 b% C3 side.
It was installed and melted.

In addition, around the time of placing this cushion material 07, along with the one-rule wall board (1υ?1 tonji-upholstery f) based on angle Q3) k, this side wall board (111's advanced folding) was installed. The swelling part (lllb) is assumed to be at the overflow level, and this swelling aaυb
A concave inclined surface is provided on the side to allow the overflow groove (IIIC) to flow through.

Father, this drainage hole (1, 41a, the groove 0υC) is connected to this overflow groove (former overflow groove 04 at 5z next to 111c).
Overflow circulation piping (18) connected to H port,
Excess overflow water is channeled through the existing overflow circulation piping (1 x 1 pipe).

In addition, along with the installation of the Ill wall plate a11, a 11111 pressure cushion material (η
Fill with light, 11+ll 9. It was used as a backing material for the old board.

Following the renovation of the pool swimming surface, angle n11 (13 is the stage plate (2) with a mouth-like shape as the material)
Stretch r and bend inside +t+n on the negative side 9 t! 11
a Existing stage (221 anchors 1931
'Caulking C on the angle Q (A) where the E Hi layer was bent with 4μ? The other end edge is welded to the rising wall fllld of the overflow groove part all CI.

This stage plate L2υ is provided with a suitable reinforcing material (27) or its inner wall surface for the purpose of increasing the load-bearing function when a swimmer dives, etc.

In the method of repairing the Ka\B pool, the gist of the second invention and the third point are that, in connection with the above-mentioned four circulating water discharge pipes,
Existing circulating water discharge pipe 19) Install the perforated plate in this place using the mantle insulated pipe G! u ''; c Heat it with a burner, etc., and strain it so that folding the core becomes unnecessary.

uUchi, conventional method 1 is burnt, and the perforated plate (a) made of brass casting provided at the opening of the circulating water discharge pipe (9) of the interstitial membrane has a 4Y insulator pipe C), F! A 'r% is sharpened,
Is this a meltdown? rZ), etc., attach a flange, etc. to the bent inner steel pipe section, and connect the new discharge pipe opening 1/I. However, it took a lot of time and effort to refine this method.
In short, it was a one-way facility, and a large number of parts were removed, the overall cost was increased, and the existing building frame itself was weakened.

The elution method described above was specially devised in view of the inconvenience in the case of the first case, and it uses a cast brass insulator pipe (4) and a straight pipe part, a steel pipe + AL! : Difference in melting point 1
With this in mind, we decided to make this insulator tube (2nd part? 2nd part? Also known as roasting W) unnecessary to perform the previous folding operation, and also eliminate the accidental accident of the pipe part, which is made of steel pipe.

Prepare a new discharge pipe flQl″? for the insulator pipe (28) + Kogyoru Bekimo 3 that was eluted and eluted, and prepare this ￥
Since the inner diameter of the existing pipe (9) is the same as that of the existing pipe (9), f7-1 (also known as 1ζ) allows for the construction of the connecting pipe C2 by simple insertion and welding.

The renovation method according to the present invention has nine features in the description, in particular, the renovation and construction using the no-stopping and no-destruction methods. This eliminates the large amount of folding required during construction, the various noises, dust, and large amounts of non-combustible waste that are generated during sanding, and at the same time eliminates the H load of the existing pool structure. loss'
f! - Ensure that it is loaded directly.

My father installed a concrete foundation OD on the bottom of the existing pool, installed a concrete foundation for the side board, and made it complete and able to withstand water pressure. By configuring the backing material of the plate as a "surface" or tension material, the warpage and bulge of the stretched metal plate are effectively applied with G force, and even when relatively thin metal plates are stretched, the joint security can be prevented. There is no possibility of accidents such as rupture or distortion.

In order to create a beak crushing body that can withstand the enormous water pressure that is applied to the pool, in the conventional method, the backing material is placed so as to cover almost the entire back surface of the metal plate, and the backing material is placed on the back of the metal plate. Damage to the joint edge due to shaking, denting of the contact surface of the backing material, etc.?The pool is securely connected to the existing pool in order to avoid direct weight.Therefore, during construction, the existing pool In addition to requiring the installation of wall nails, which require a huge amount of effort, it is also necessary to connect these anchor parts one by one, resulting in relatively high construction costs.

In the present invention 1, in this renovation method, only a simple leveling is required for the tensioned metal boule.
A considerable buffer gap is provided between the structure of the boule and the structure of the boule, to suppress the transmission of rapid motion to the outside, such as pond earthquakes, etc., and promote the insulation function, making it possible to maintain heat in the boule etc. It has good q and ♀ characteristics. Also, most of the existing boules themselves are
By not doing so, the strength of 1m of the boule base will not be reduced, and even in the case of re-renovation, it is guaranteed that re-renovation and construction will be carried out only by removing sand etc. that have been poured or filled. It is something that

[Brief explanation of drawings]

Figure 1 shows the yuzu construction process of the repaired boule related to Kiyomiaki tW+
Figure 2 is a sectional view of the part showing the completed state of the repair.
Figure 3 shows the main part of the elution of the discharge pipe, and Figure 4 shows the connection of the discharge pipe. ! A partial cross-sectional view. In addition, in the figure (11...bottom of the body, 12)...existing drainage basin, 1; 3)...1 installed drainage basin, (4)...backing, 15)...bottom plate ,'61...pol l-1!7
1... Gray Sengu, (8)... Bolt, (9).
...Existing circulating water discharge pipe, tlilj...New circulating water discharge pipe, 0])...julI Q% plate, (17J...
Frame side wall, (+31... angle, (14I...
International water and Korean department, (one... all anchors, t!61・
・・Reinforcement angle, α7) ・・Bottom pressure cushion removal, (
1 Shin... Newly installed water overflow pipe, (191... Existing water circulation pipe, efli... l1li pressure cushion material,
Cυ...Stage board% (221...Existing stage,
+? ;31...all anchor, (24)...angle, (c)...caulking %Q6)...bis y
'i, (a...Supplementary IP3 material, Q &... Mantle insulator, (
C)... Perforated plate, C3[)... Connecting pipe, Gυ... Concrete base, (39... Joint part V1 (c)...
・This shows one part.

Claims (1)

[Claims] A step of installing a new pool and other IP on the four peripheral edges of the bottom of the middle lff-crotch boule, and a step of installing concrete foundation strips for the lower end of the 1fj, and During the process of erecting and connecting the drainage basin up to the new pool bottom plate, which will be installed at a predetermined interval from the bottom of the existing pool, the installation level of the new pool bottom plate that is planned to be erected. The process of installing bottom pressure cushions in a timely manner, and the process of installing a circulating water discharge bone fixed to the opening of the first wall plate of the new pool, which will be installed parallel to the side wall of the existing pool at a predetermined interval. During the process of installing the circulating water discharge pipe in the pool, and when attaching the new pool side wall plate to the overflow groove of the existing pool (1), the new pool side wall plate was attached to the undefined angle free wall panel, which caused dizziness, etc. The process of installing the lower end of the concrete base (111) above the level of the surrounding wall, and the process of extending the bottom pressure cushion material surface above the bottom pressure cushioning material surface of the new pool. A step of installing and placing the side edge in a row at the lower M! section of the side wall where the tension is to be installed, a step of filling a gauge cushion material between the wall plates of the new pool 1011 in which the existing pool 11 walls are lined up, and +1111 This is a method for repairing an existing coiled swimming pool without any attachment or folding, and is characterized by the process of installing the overflowing water circulation groove at the top of the 1111th part of the wall plate and the stage extending to the pool side. 121 Circulating water discharge pipe installed in parallel with existing pool (1 μm) Opening 5F fixed in 19 plate i:?During the process of installing the circulating water discharge pipe in parallel with the existing pool, the opening of the existing circulating water discharge pipe When installing a special plate made of true cast iron, the outer flange pipe is eluted, and the new circulating water discharge V-shaped fitting is inserted into the straight pipe part of the discharge pipe.
Features (! - No-stop 1b % no-stop renovation method for existing pools.