TMS

1 Development Background

Reinforcing bar joints used in the construction of containment structure of nuclear power plant have mainly two types; sleeve joints having a filler metal of iron joints (hereinafter called "Cadweld") and cold rolled parallel screw joints (hereinafter called "parallel thread joints") for prevailing use. Cadweld needs to trim the material in foreign countries requiring specialized equipment and skilled workers which results in the poor economy and workability.
In case of parallel thread joints the workability compared to Cadweld has been improved the parallel threaded joints improved but the parallel thread joints cannot be free from the defects of initial slip due to the gap between the male thread of rebar and the female thread of screw occurring at the time of performance test since the parallel structure of the screw tightening joints are fastened tightly in one direction by the repulsive force of the tightening direction.
As this is not appropriate for seismic design and construction of containment structure of nuclear power plant given that safety is a top priority, we have developed the harbinger tapered & threaded screw rebar joints showing the excellent clamping force and seismic performance

2 Types Of TMS

SAMMI PRECION Types Of TMS
SAMMI PRECION Types Of TMS

3 Features Of TMS

Features No.1
Thread machining using cold roll formed method
Screws are machined using cold roll formed method for tight structuring of rebar screw threads and excellent mechanical properties.
SAMMI PRECION TMS Features No.1
Features No.2
Sleeve's clamping force and earthquake-proof performance are reinforced
As technology using threaded screws, it boasts of excellent coupling performance between female and male threaded rods and the floor.
The threaded rod friction area is wide that it boasts of excellent and powerful clamping force against loosening from vibration.
SAMMI PRECION TMS Features No.2
Features No.3
Screw's bordering parts has excellent strength
The rebar screw's bordering parts is in the tapered form, and there is no sharp change of the threaded section. When the sleeves are clamped, the stress is dispersed. Therefore, the screw bordering parts are very strong and the incomplete screw parts of rebar can be covered with sleeves without external exposure of screw threads.
SAMMI PRECION TMS Features No.3
Features No.4
It has excellent constructability and working safety using TMS method
The rebar screws and sleeves are threaded for easy finding of the center. As a result, the constructability and working safety are excellent. The standard sleeves are structured in all-in-one that one can save on production cost.
Double-lined screws can be applied for efficient and speedy construction.
SAMMI PRECION TMS Features No.4
Features No.5
Verified earthquake-proof performance of TMS
Through the static / dynamic experimental study on reinforced concrete structures to which TMS is applied, compared the load carrying capacity and earthquake-proof performance of rebar concrete structures, wherein rebar without splices and TMS have been applied, and confirmed that there is no performance difference in either the rebar continuity or behavioral characteristics
SAMMI PRECION TMS Features No.5

4 Configuration Of TMS

Standard Type

SAMMI PRECION Configuration Of TMS – Standard type
Rebar Standards Sleeve Standards Pitch Outside Diameter (A) Length (B) Rebar Clamping Length (C)
#6 TMS 06S 2.5 29 56 22.9
#7 TMS 07S 2.5 33 64 26.6
#8 TMS 08S 3.0 38 73 30.5
#9 TMS 09S 3.0 43 81 34.4
#10 TMS 10S 3.0 48 90 38.8
#11 TMS 11S 3.5 55 100 43.0
#14 TMS 14S 3.5 65 117 51.6
#18 TMS 18S 4.0 85 154 68.8

Standard-Transition Type

SAMMI PRECION Configuration Of TMS – Standard-Transition  type
Rebar Standards Sleeve Standards Pitch Outside Diameter (A) Length (B) Rebar Clamping Length (C) Rebar Clamping Length (D)
#11 + #10 TMS 1110T 3.5+3.0 55 105 43.0 38.8
#14 + #10 TMS 1410T 3.5+3.0 65 115 51.6 38.8
#14 + #11 TMS 1411T 3.5 65 120 51.6 43.0
#18 + #11 TMS 1811T 4.0+3.5 85 140 68.8 43.0
#18 + # 14 TMS 1814T 4.0+3.5 85 150 68.8 51.6

Position Type

(※ Position type: a sleeve used when a rebar cannot be rotated)

SAMMI PRECION Configuration Of TMS – Position  type
Rebar
Standards
Sleeve
Standards
Female Screw Sleeve Male Screw Sleeve Lock Nut Minumum
Clamping
Length (G)
Rebar
Clamping
Length (H)
Outside
Diameter (A)
Length (B) Outside
Diameter (C)
Length (D) Outside
Diameter (E)
Length (F)
#6 TMS 06P 40 70 33 64 40 12 14 22.9
#7 TMS 07P 46 81 37 77 46 15 17 26.6
#8 TMS 08P 53 94 43 90 53 18 20 30.5
#9 TMS 09P 59 105 48 96 59 18 22 34.4
#10 TMS 10P 65 117 53 103 65 18 25 38.8
#11 TMS 11P 75 130 59 114 75 20 28 43.0
#14 TMS 14P 85 156 68 140 85 25 35 51.6
#18 TMS 18P 115 206 90 178 115 30 45 68.8

Position-Transition Type

(※ Position-transition type: a sleeve used when a rebar cannot be rotated and when splicing rebars with different standards)

SAMMI PRECION Configuration Of TMS – Position-Transition   type
Rebar
Standards
Sleeve
Standards
Female Screw Sleeve Male Screw Sleeve Lock Nut Minumum
Clamping
Length (G)
Rebar
Clamping
Length (H)
Rebar
Clamping
Length (I)
Outside
Diameter (A)
Length (B) Outside
Diameter (C)
Length (D) Outside
Diameter (E)
Length (F)
#11 + #10 TMS 1110PT 65 128 52 109 65 18 31.2 43.0 38.8
#14 + #10 TMS 1410PT 65 136 52 109 65 18 31.2 51.6 38.8
#14 + #11 TMS 1411PT 75 144 60 120 75 20 34.0 51.6 43.0
#18 + #11 TMS 1811PT 80 162 60 120 80 20 34.0 68.8 43.0
#18 + #14 TMS 1814PT 85 179 67 145 85 25 40.4 68.8 51.6