PATENT CLAIM ANALYSIS

Application Number: 16219235
Application Type: Utility
Filing Date: 2018-12
Publication Date: 2019-04
Patent Classification: ["427", "212000"]

Abstract:
A macro-cement and associated methods useful for preparing pastes, mortars, concretes and other cement-based materials having high workability, high density, and high strength are disclosed. A method of producing a macro-cement includes cement, supplemental cementitious materials (SCM's), including siliceous submicron-sized particles and nano-sized particles, and polymers in the form of liquid or dry chemical admixtures for concrete. The cement mixture may be used for making ultra-high performance concrete (UHPC).

Claim (Index 19):
The method of  claim 18 , wherein the first mixture comprises a cement paste and the homogenizing of the cement paste with plastic viscosity \u03bc Macro-Cement  takes place with shear rate \u03b3 Macro-Cement  providing shear stress \u03c4 Macro-cement  in the cement paste in the range from dynamic yield stress \u03c4 o Macro-cement  corresponding to minimum shear stress to maintain paste flow to ultimate dynamic stress \u03c4 d Macro-cement  corresponding to fully destroyed structure of the cement paste, wherein the ultimate dynamic stress \u03c4 d  is approximately ten times the dynamic yield stress \u03c4 o Macrocement  so that \u03c4 o Macrocement <\u03c4<10 \u03c4 o Macrocement , wherein the second mixture comprises a mortar paste and the homogenizing of the mortar paste with plastic viscosity \u03bc mortar  takes place with shear rate \u03b3 mortar  providing shear stress \u03c4 mortar  in the mortar paste in the range from dynamic yield stress \u03c4 0 mortar  corresponding to minimum shear stress to maintain paste flow to ultimate dynamic stress \u03c4 d mortar  corresponding to fully destroyed structure of the mortar paste, wherein the ultimate dynamic stress \u03c4 d mortar  is approximately ten times the dynamic yield stress \u03c4 0 mortar  so that \u03c4 0 mortar <\u03c4 mortar <10\u00b7\u03c4 0 mortar , wherein the third mixture comprises a concrete paste and the homogenizing of the concrete paste with plastic viscosity \u03bc concrete  takes place with shear rate \u03b3 concrete  providing shear stress \u03c4 concrete  in the concrete paste in the range from dynamic yield stress \u03c4 0 concrete  corresponding to minimum shear stress to maintain paste flow to ultimate dynamic stress \u03c4 d concrete  corresponding to fully destroyed structure of the concrete paste, wherein the ultimate dynamic stress \u03c4 d concrete  is approximately ten times the dynamic yield stress \u03c4 0 concrete  so that \u03c4 O concrete <\u03c4 concrete <10\u00b7\u03c4 0 concrete .

Metadata:
- Claim Count in Document: 32.0
- Percentile: 98.0
- Lexical Diversity: 1.42373
- Patent Class: 427.0
- Transitional Phrase Type: none
- Component Type: 0
- Foreign Priority: False
- Related Applications: ['14601175', '15153227', '15200655', '15866455', '13947715']

Analysis Scores:
- 35 USC 101 Eligibility (BERT): 0.8195607981587352
- 35 USC 102 Novelty (BERT): 0.5122686458394775
- Combined Prediction Score: 0.7888315829268094
- Mean Citation Score: 282.911366
- Max Citation Score: 289.932
- Similarity Product: 225.53287820863724

Labels:
- Claim Label 101: 1
- Claim Label 102: 1
- Claim Label 103: 1
- Claim Label 112: 1
- Combined Label: 1
- Label 101 Adjusted: 1

Dataset: test