植筋胶具有粘接强度高、如同预埋，常温固化、硬化过程收缩小，耐温性能好、可在埋筋后焊接，耐久性、耐候性好，抗老化、耐介质（酸、碱、水）性能好，固化后韧性、抗冲击能力优异，不含挥发性溶剂、无毒环保，A、B组分配胶比例宽、施工方便等特点。
Basic Works Re 1: Mechanical resistance and stability
Characteristic resistance to tension load (static and loading)
1 Resistance to steel failure (tension) 2.2.1 NRk,s [kN]
2 Resistance to combined pull-out and concrete failure 2.2.2 Rk [N/mm²]
3 Resistance to concrete cone failure 2.2.3 ccr,N [mm] kcr,N, kucr,N [-]
4 Edge distance to prevent splitting under load 2.2.4 ccr,sp [mm]
5 Robustness 2.2.5 inst [-]
6 Maximum setting torque moment 2.2.1.2 max Tfix [Nm]
7 Minimum edge distance and spacing 2.2.6 cmin, smin, hmin [mm]
Characteristic resistance to shear load (static and loading)
8 Resistance to steel failure (shear) 2.2.7 V0
Rk,s [kN], M0
Rk,S [Nm], k7 [-]
9 Resistance to pry-out failure 2.2.8 k8 [-]
10 Resistance to concrete edge failure 2.2.9 dnom, f [mm]
Displacements under short term and long term loading
11 Displacements under short term and long term
loading 2.2.10 0, ∞ [mm or mm/(N/mm²)]
Durability
12 Durability of metal parts 2.2.11 Description
Characteristic resistance and displacements for seismic performance categories C1 or C2 (optional)
13 Resistance to steel failure
TR 049
NRk,s,eq, VRk,s,eq [kN]
14 Resistance to pull-out Rk,p,eq [N/mm2]
15 Fracture elongation A5 [%]
16 Factor for annular gap gap [-],
17 Displacements N,eq, V,eq [mm]