Symmetric Stadium Fill for 3D NAND Pillar Stability

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Solution Overview

Problem

The challenge in microelectronic device fabrication, particularly in 3D NAND memory devices, is to reduce electrical resistance and capacitance of word lines while avoiding pillar bending, which existing methods often compromise other aspects of device design.

Innovation Solution

The implementation of substantially symmetrically distributed stadiums with varying depths between pillars, balanced fill material volume, and material stresses, allowing for low electrical resistance and capacitance of word lines without significant pillar bending, achieved through a central bi-directional staircase arrangement and symmetrical distribution of stadiums.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If conventional staircase structures are used to reduce word line resistance and capacitance, then electrical performance improves, but pillar bending occurs in adjacent areas

Engineering Contradiction:
Improveelectrical resistance and capacitance of word linesVSAvoidpillar bending
Core Design Contradiction:
ReliabilityVSStability of the object's composition

Solution Approach 1:

The patent applies asymmetry by introducing dummy pillars specifically on one side of the staircase structure rather than symmetrically on both sides. This asymmetric placement compensates for the stress imbalance caused by the staircase, counteracting pillar bending while maintaining device footprint efficiency. The dummy pillars create a counterbalancing effect that stabilizes the structure without requiring symmetric reinforcement.

Inventive Principle:
Principle #4Asymmetry

Solution Approach 2:

The dummy pillars function as counterweights that balance the stress distribution in the device. By placing additional pillars on the side experiencing greater stress from the staircase structure, the patent creates a counterbalancing force that prevents net pillar bending. This counterweight approach allows the staircase to maintain its electrical performance benefits while the dummy pillars provide structural stabilization.

Inventive Principle:
Principle #8Anti-weight (Counterweight)

2Stability of the object's composition

If dummy pillars are added to prevent pillar bending, then structural stability improves, but device footprint increases

Engineering Contradiction:
Improvepillar bending mitigationVSAvoiddevice footprint
Core Design Contradiction:
Stability of the object's compositionVSArea of stationary object

Solution Approach 1:

The patent applies local quality by placing dummy pillars only in specific locations where stress concentration occurs, rather than uniformly across the entire device. This localized approach provides structural stabilization precisely where needed while minimizing the overall area consumed by non-functional structures. The dummy pillars are strategically positioned to counteract stress from the staircase without requiring extensive additional space.

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The patent uses partial action by implementing a limited number of dummy pillars on only one side of the staircase structure, rather than adding extensive reinforcement across the entire device. This partial approach provides sufficient counterbalancing to prevent pillar bending while avoiding the excessive area consumption that would result from more comprehensive dummy pillar placement. The solution uses the minimum necessary structural addition to achieve stability.

Inventive Principle:
Principle #16Partial or excessive action

Data Source

PatentUS20220230960A1Microelectronic devices with symmetrically distributed fill material in stadium trenches and related systems and methods
Publication Date: 2022.07.21 MICRON TECHNOLOGY INC
  • US20220230960A1 patent drawing
  • US20220230960A1 patent drawing
  • US20220230960A1 patent drawing

AI summary

Microelectronic devices include stadium structures within a stack structure and substantially symmetrically distributed between a first pillar structure and a second pillar structure, each of which vertically extends through the stack structure. The stack structure includes a vertically alternating sequence of insulative materials and conductive materials arranged in tiers. Each of the stadium structures includes staircase structures having steps including lateral ends of some of the tiers. The substantially symmetrical distribution of the stadium structures, and fill material adjacent such structures, may substantially balance material stresses to avoid or minimize bending of the adjacent pillars. Related methods and systems are also disclosed.